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HomeMy WebLinkAboutSE202000006 Site Plan 2020-11-17Know what's Dem. Call before you dig. SITE INFORMATION PROJECT DESCRIPTION: SITE ADDRESS: LATITUDE (NAD 83): LONGITUDE (NAD 83): EXISTING GROUND ELEVATION: PROPOSED GROUND ELEVATION JURISDICTION: ZONING: PARCEL ID: PARCEL AREA: PARCEL OWNER: TOWER OWNER: STRUCTURE TYPE: HEIGHT OF TOWER: OVERALL HEIGHT: RAID CENTER: TOTAL LEASE AREA: DISTURBED AREA: POWER PROVIDER: TELCO PROVIDER: INSTALLATION OF TELECOMMUNICATIONS TOWER WITH ANTENNAS AND ASSOCIATED EQUIPMENT. GREENWOOD STATION ROAD (JUST SOUTH OF 1-64) GREENWOOD, VA 22943 380 02' 38.9608" -780 45' 04.8078" 773.5' (A.M.S.L.) 774' AT TOWER BASE ALBEMARLE COUNTY ENTRANCE CORRIDOR (EC) & GREENWOOD AFTON RURAL HISTORIC DISTRICT 05400-00-00-072AO 1.0980 ACRES SCRUBY, BRIAN G. P.O. BOX 83 GREENWOOD, VA 22943 VERIZON WIRELESS 1831 RADY COURT RICHMOND, VA 23335 MONOPOLE 94' ±AGL 96' ±AGL 90' ±AGL 1600 SQ. FT. 3,900 SQ. FT. DOMINION VIRGINIA POWER (888) 837-4966 VERIZON (800) 483-3000 EMERGENCY INFORMATION: ALBERMARLE COUNTY FIRE & RESCUE: (434) 977-9041 ALBERMARLE COUNTY SHERIFF'S OFFICE: (434) 977-9041 CONSTRUCTION MANAGER: PROJECT TEAM TCM DENNIS TUCK 804-347-6592 PROJECT MANAGEMENT FIRM: GDN NATE HOLLAND 757-305-8420 ENGINEERING FIRM: NB+C ENGINEERING SERVICES, LLC. 4435 WATERFRONT DRIVE SUITE 100 GLEN ALLEN, VA 23060 (804) 548-4079 ■ SITE NAME: SCRUBY PROPERTY GREENWOOD STATION ROAD (JUST SOUTH OF 1-64) GREENWOOD, VA 22943 ALBEMARLE COUNTY VICINITY MAP SCALE: 1" = 3000' i1 K'rg Fam'y 7 Old Trail Golf The Meadc SITE 1Paeph T Nealey midwe School S 1310, Pro Re Nata Brewery f, .. t © R 4/ Yancey Mills weste9na16e�ark v007 Wpxe_ neema - z � 38. 02 38.9608 lJ -78. 4504.8078" - '.h Cap TPke J 0 M'S^/ h10u^ta^�L`2Tp RtSp'! 0 ~ z Lu Midway C' coke Newtown aMMnGaP Pke Roorter Br'eakkfm&ttj DIRECTIONS FROM: 2501 GOODIES BRIDGE ROAD. EXIT THE GOODIES BRIDGE MSC PARKING LOT AND TURN RIGHT ONTO GOODIES BRIDGE ROAD. TURN RIGHT ONTO US-360 E / HULL ST RD. TAKE RAMP RIGHT FOR VA-150 NORTH TOWARD POWHITE PKWY. TAKE RAMP RIGHT AND FOLLOW SIGNS FOR VA-76-TOLL NORTH. KEEP LEFT TO STAY ON VA-76 N / BELTLINE EXPY. KEEP STRAIGHT ONTO 1-195 N. TAKE RAMP FOR 1-64 W. AT EXIT 107, TAKE RAMP RIGHT FOR US-250 TOWARD CROZET / YANCEY MILLS. TURN LEFT ONTO US-250 W / ROCKFISH GAP TPKE. TURN RIGHT ONTO GREENWOOD STATION RD. ARRIVE AT SITE ON THE RIGHT. CODE COMPLIANCE ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING CODES. • 2015 INTERNATIONAL BUILDING CODE • 2015 VIRGINIA CONSTRUCTION CODE • 2014 NATIONAL ELECTRICAL CODE • ANSI/TIA-222-G • 2015 NFPA 101, LIFE SAFETY CODE • TIA 607 • 2015 IFC • INSTITUTE FOR ELECTRICAL & ELECTRONICS ENGINEER 81 • AMERICAN CONCRETE INSTITUTE • IEEE C2 NATIONAL ELECTRIC SAFETY CODE LATEST EDITION • AMERICAN INSTITUTE OF STEEL CONSTRUCTION • TELECORDIA GR-1275 • MANUAL OF STEEL CONSTRUCTION 14TH EDITION • ANSI/T 311 DRAWING INDEX T-1 TITLE SHEET EE-1 EASEMENT EXHIBIT EE-2 EASEMENT EXHIBIT Z-1 OVERALL SITE PLAN Z-2 ENLARGED SITE PLAN Z-3 TREE INVENTORY Z-4 2.000' TOPO BOUNDARY C-1 COMPOUND PLAN C-2 TOWER ELEVATION DETAILS & NOTES C-3 MOUNT DETAILS S-1 CONSTRUCTION DETAILS S-2 EQUIPMENT MOUNTING DETAILS ES-1 EROSION & SEDIMENT CONTROL PLAN ES-2 EROSION & SEDIMENT CONTROL NOTES ES-3 EROSION & SEDIMENT CONTROL DETAILS 1 ES-4 EROSION & SEDIMENT CONTROL DETAILS 11 DO NOT SCALE DRAWINGS THESE DRAWINGS ARE FORMATTED TO BE FULL-SIZE AT 24"X36". CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE DESIGNER / ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR MATERIAL ORDERS OR BE RESPONSIBLE FOR THE SAME. CONTRACTOR SHALL USE BEST MANAGEMENT PRACTICE TO PREVENT STORM WATER POLLUTION DURING CONSTRUCTION. APPROVAL BLOCK frUj I\JaIIIIIIECTM z 707ALLY COMM77EIDo Z Li Ill ENGINEERING SERVICES, LLC. 4435 WATERFRONT DRIVE, SUITE 100 GLEN ALLEN, VA 23060 ■ verizonv/ Q 1831 RADY COURT RICHMOND, VA 23222 o SCRUBY PROPERTY Q VERIZON RAWLAND Ir GREENWOOD STATION ROAD LL (JUST SOUTH OF 1-64) LU GREENWOOD, VA 22943 v ALBEMARLE COUNTY REVISIONS 8 1 11/02/20 1 REVISED I Pip Q 6 10/08/20 REVISED Pip ILL U 5 06/11/20 REVISED Pip U LU m 4 06/09/20 FINAL CCC Z 3 05/22/20 REVISED CCC W 2 04/24/20 REVISED CCC Q m rA Q z O U) LU LL m LU LU Z_ C� Z LLJ LU J LU LU m LU m Z LU 1 04/14/20 REVISED CCC 0 04/08/20 PRELIMINARYZDs CCC REV DATE DESCRIPTION I BY I ��ALT H OF 7��� /A3Cy' JOHN A. DAUGHTREY III � Lic. No.0402052122 1 voaiaozo sSr%AL JOHN A. DAUGHTREY III, P.E. VA PROFESSIONAL ENGINEER LIC. #052122 TITLE SHEET T=1 *SEE EE 2 FOR LEGAL DESCRIPTIONS LESSEE 94' MONOPOLE TOWER LAT: 38°02'38.9608" LON:78°45'04.8078" GROUND ELEVATION 773.5' (NAVD 88) D _ — I51• 175 SCALE 1 " = 50' 0' 50' 100' 150' 64 — — NTER5IAI0rN RIWp6 5 APB 4, 035 ' p3 — ? BRIAN C. G SCRUBY D.B. 1368, P2 598 — — TMP 54-72A LESSEE 40' x 40' j/ LEASE AREA /�� /P• OF — PROPOSED WITHINPUNE 2 POSED TOWER CENTER , N/J SEVEN OAKS FARM LLC OI D.B.390 TMp 55-1515 Z h C3 Q) Q LESSEE 20' ACCESS v & UTILITY EASEMENT TREE INVENTORY NUMBER SPECIES CALIPER AGL HEIGHT CANOPY HEIGHT (134) OAK 18" 81, 856' AMSL (136) OAK 12" 55' 829' AMSL (138) PERSIMMON 20" 54, 827' AMSL (140) DAK 15" 69' 841' AMSL (142) OAK W 66' 842' AMSL (144) OAK 20" 77' 852' AMSL (146) GAK 24" 77' 852' AMSL (148) DEAD OAK 14" N/A N/A (149) OAR 12" 84' 859' AMSL (151) PINE 14" 83' 858' AMSL (155) PINE 10• 86' 862' AMSL (157) PINE IG" 97' 872' AMSL (159) PINE 10" 82' 855' AMSL (161) PINE 14" 84' 860' AM5L (163) PINE 10" 80, 856' AMSL (165) PINE 14" 86, 862' AMSL (167) OAK 15" 89' 864' AMSL (169) PINE 10" 64' 840' AMSL (171) PINE 8" 56, 832' AMSL (173) OAK 12" 75' 853' AMSL (175) PERSIMMON 12" 71' 848' AMSL (177) PINE 10" 81' 858' AMSL (179) OAK 12" 60' 837' AMSL (181) PINE 10" 64' 841' AMSL (183) OAK 16" 72' 849' AMSL (185) OAK 10" 73' 851' ANSL (187) OAK 12" 76' 854' AMSL (189) PERSIMMON IB° 87' 865' AMSL 'TOTAL TREES TO BE REMOVED: 9 TREES BE REMOVED NOTES: 1.REFERENCE TREE IS IDENTIFIED ABOVE IN BOLD. 2.TREE DRIPLINES ARE DRAWN TO SCALE. 3.UNDERUNED TREE HEIGHTS HAVE BEEN CONFIRMED BY A THIRD PARTY TOWER CUMB. w �a♦'C' TOTALLY COMMITTEDL z W NReC ENGINEERING SERVICES, I-M. verizon%l a 1831 RACY COURT RICHMOND, VA 23222 o NB&C H02671 a EASEMENT EXHIBIT SITE NAME: MIRADOR 0 7416 GREENWOOD STATION RD GREENWOOD, VA 22943 ALBEMARLE COUNTY, VA i REVISIONS 0121/2C REV TOWER HEIGHT 3I1120 REVISE TARGET TREE 619120 ADD ADJOINING RAN 11/1117 EASEMENT EXHIBIT DATE DESCRIPTION OBERT T. WILLIAMS, JR.- LIC. No. 002551 10-21-2020 `Z119 SUR\J'O D_ O ntP.C.> aL and Surveyors VA&NC a.o eax 1.. CHEWKE, VA. 233M U1 PHONE: 757-482-0474 Fll EASEMENT II EXHIBIT EE-1 THIS EXHIBIT DOES NOT CONSTITUTE A BOUNDARY SURVEY AND IS FOR THE EXPRESS PURPOSE OF SHOWING PROPOSED LEASE AREAS. THIS EXHIBIT DOES NOT CONSTITUTE A BOUNDARY SURVEY AND IS FOR THE EXPRESS PURPOSE OF SHOWING PROPOSED LEASE AREAS. INTERSTATE - 64 VARIABLE WIDTH R\W SHPB 4, PGS. 103-106 LESSEE 40' x 40' LEASE AREA I IJ JI I s L _T L9 L5-� Q) 1 I I J I J LEGAL DESCRIPTION PROPOSED 20' UTILITY AND ACCESS EASEMENT A PROPOSED 20' UTILITY AND ACCESS EASEMENT OVER AND ACROSS TAX MAP w NallmC" PARCEL 54-72A AS SHOWN IN DEED BOOK 3390, AT PAGE 652 OF RECORD IN THE CLERK OF THE CIRCUIT COURTS OFFICE, ALBEMARLE COUNTY, VIRGINIA; LYING z TOTALLY COMMITTEQ ALONG THE EASTERLY RIGHT OF WAY OF STATE ROUTE 590, BEING MORE z PARTICULARLY DESCRIBED AS FOLLOWS,NR.0 MOINEERING 1eSERVKM, LM. BEGINNING AT AN IRON PIN AT THE SOUTHWESTERLY MOST CORNER OF SAID TAX N/F MAP PARCEL 54-72A; THENCE ALONG A TIE LINE N 0727'79" E A DISTANCE OF BRIAN G. SCRUBY 3.38' TO A POINT BEING THE TRUE POINT AND PLACE OF BEGINNING OF A D.B. 1868, PG. 598 PROPOSED 20' ACCESS AND UTILITY EASEMENT,- TMP 54-72A THENCE OVER AND ACROSS SAID TAX MAP PARCEL 54-72A FOLLOWING COURSES. J verizon THENCE N 0127'19" E A DISTANCE OF 20.39' TO A POINT- THENCE N 80'05 22" E A DISTANCE OF 32.06' TO A POINT,' a 831 RADV COURT THENCE N 6322'16" E A DISTANCE OF 8. 13' TO A POINT a RICHMOND, VA 23222 THENCE N 0120 26 " E A DISTANCE OF 71.43" TO A POINT, THENCE N 90'00 "00" E A DISTANCE OF 20, 01 ' TO A POINT - THENCE S 0120'26" W A DISTANCE OF 8392' TO A POINT, THENCE S 6322"16" W A DISTANCE OF 23.09' TO A POINT, THENCE S 80'05 22" W A DISTANCE OF 38.98' TO A POINT WHICH IS THE TRUE o NB&C H02671 POINT AND PLACE OF BEGINNING, HAVING AN AREA OF 2,576 SQUARE FEETa EASEMENT EXHIBIT, SITE NAME:MIRADOR 0.059 ACRES o 7416 GREENWOOD STATION RD LEGAL DESCRIPTION PROPOSED 40' x 40' LEASE AREA - GREENWOOD, VA22943 A PROPOSED 40' x 40' LEASE AREA ON TAX MAP PARCEL 54-72A AS SHOWN �j ALBEMARLE COUNTY, VA / IN DEED BOOK 3390, AT PAGE 652 OF RECORD IN THE CLERK OF THE / CIRCUIT COURTS OFFICE, ALBEMARLE COUNTY, VIRGINIA; LYING ALONG THE EASTERLY RIGHT OF WAY OF STATE ROUTE 690, BEING MORE PARTICULARLY REVISIONS / DESCRIBED AS FOLLOWS; BEGINNING AT A PDOT MONUMENT ALONG THE SOUTHERLY BOUNDARY OF SAID TAX MAP PARCEL 54-72A; THENCE ALONG A TIE LINE N 34'58'45" W A DISTANCE OF 76.65' TO A POINT BEING THE TRUE POINT AND PLACE OF BEGINNING; z c� THENCE DUE WEST A DISTANCE OF 40.00' TO A POINT - THENCE DUE NORTH A DISTANCE OF 40.00' TO A POINT, B IVvn EASEMENTEXHIBIT RW THENCE DUE EAST A DISTANCE OF 40.00' TO A POINT, REV DATE DESCRIPTION BY THENCE DUE SOUTH A DISTANCE OF 40.00' TO A POINT, WHICH IS THE POINT OF BEGINNING, HAVING AN AREA OF 1,600 SQUARE FEET OR 0.037 ACRES �Q,N�' H O_p yr^ DOT MON(F) P.0.8. FOR LEASE AREA 1 L'7 / \ / LESSEE 20' ACCESS LS ���� / N/F SEEN OAKS FARM LLC O.B. 1974, PG. J90 TMP 55-15 �IROIV PIN(F) P.O.B. FOR ACCESS & UTILITY EASEMENT N 07'21'19" E 3.38' (TIE LINE) SCALE 1" = 25' 0' 25' 50' 75' LINE TABLE LINE BEARING DISTANCE L 1 N 0121 '19" E 20.39' L2 N 80°0522" E 32.06' L3 N 63'22'16" E 8. 13' L4 N 012026" E 71.43' L5 N 90'00'00" E 20.01 ' L6 S 012026" W 8392' L7 S 6322'16" W 23.09' L8 S 80'05 22" W 38.98' L9 DUE WEST 40.00' L 10 DUE NORTH 40.00' L 11 DUE EAST 40.00' L 12 DUE SOUTH 40.00' EXHIBIT NOTES 1. TOPOGRAPHIC SURVEY PERFORMED BY CAUSEWAY CONSULTANTS, P.C. P. 0. BOX 15039. CHESAPEAKE, VIRGINIA, 23328-50394. PHONE: 757-482-0474. SURVEY DATE: MAY 24, 2017. 2. COORDINATES AND ELEVATIONS SHOWN WERE ESTABLISHED USING STATIC GPS OBSERVATIONS, POST PROCESSED THROUGH NOAA'S OPUS WEBSITE AND CONVERTED TO NAVD 88 AND NAD 83, U.S SURVEY FOOT, FOR THE VERTICAL DATUM AND HORIZONTAL COORDIANTES, RESPECTIVELY, USING U.S. ARMY CORPS OF ENGINEERS CORPSCON SOFTWARE, VERSION 6.01 AND PUBLISHED BENCHMARKS. 3. NO SUB -SURFACE INVESTIGATION WAS PERFORMED BY CAUSEWAY CONSULTANTS, P.C. THIS EXHIBIT DOES NOT GUARANTEE THE "EXISTENCE OR NONEXISTENCE" OF UNDERGROUND UTILITIES. PRIOR TO ANY CONSTRUCTION OR EXCAVATION, CONTACT MISS UTILITY AT 1-800-552-7001 TO CONFIRM THE LOCATION OR EXISTENCE OF UNDERGROUND UTILITIES. 4. THIS EXHIBIT WAS DONE WITHOUT THE BENEFIT OF A TITLE REPORT AND MAY NOT DEPICT ANY OR ALL EASEMENTS THAT MAY AFFECT THE PROPERTY. 5. PROPERTY IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD. 6. THIS EXHIBIT DOES NOT REPRESENT A BOUNDARY SURVEY. THE RIGHT-OF-WAY, PROPERTY LINE AND/OR EASEMENTS SHOWN HEREON REPRESENT A COMPILATION OF RECORDED DEEDS, PLATS, G.I.S. RECORDS AND TAX MAPS. 7. THE AREA OF THE PROPOSED CELL TOWER APPEARS TO LIE WITHIN FLOOD ZONE "X", ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY - NATIONAL FLOOD INSURANCE COMMUNITY NUMBER 51003C-0225 D, DATED FEBRUARY 4. 2005. 8. THE EXISTENCE OF HAZARDOUS WASTE, VEGETATED WETLANDS, OR TIDAL WETLANDS, WAS NEITHER INVESTIGATED, NOR CONFIRMED DURING THE PERFORMANCE OF THIS EXHIBIT. OBERT T. WILLIAMS, JR.- LIC. No. 002551 11-9-2017 SU 0_ 0 PC> aL and Surveyors VA&NC a.o eax ".. CHEWED KE, VA. 233M U1 PHONE. 757-482-0474 ,- Fll EASEMENT II EXHIBIT EE-2 O Z w ry o' H PROPOSED^12' WIDE �a g4 ' � 1NTE ST PTE SITE PLAN Z-1 SCALE: 1" = 40' 40 EXISTING CRITICAL SLOPES PER EXISTING CRITICAL SLOPES PER ALBEMARLE COUNTY GIS GRAPHIC SCALE 0 20 40 80 (IN FEET) 1 INCH = 40 FEET JOE ( F-) ITINEXIST PROPER71 EXISTING TREE LINE 160 ZONING MAP 34+i1 d6T _ -- 34BY4t J s+s7 S ay� tA's4{y 5+74D y r 5+71B SS-t2B SS-t4 s5 / SITE"�� yf 4RM P RClCKFIBH��4;P�iPKE GENERAL NOTES 1. THIS PLAN IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF �- RECORD. 2. NO SIGNIFICANT NOISE, SMOKE, DUST, OR ODOR WILL RESULT FROM THIS FACILITY. 3. THE FACILITY IS UNMANNED AND NOT INTENDED FOR HUMAN \ HABITATION. THERE IS NO HANDICAP ACCESS REQUIRED. 4. THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SANITARY SERVICE. ]LEGEND PROPERTY LINE — SUBJECT PARCEL PROPERTY LINE — ABUTTERS EXISTING ROAD — ••— EXISTING FENCE PROPOSED EASEMENT — — — — — — — PROPOSED LEASE AREA EXISTING EASEMENT —•—•—•—•—•— PROPOSED FENCE EXISTING BUILDING CRITICAL SLOPES 100 YEAR FLOOD PLAIN \\\\\\ WATER PROTECTION ORDINANCE BUFFER NOTE: BUILDING AND ELECTRICAL PERMITS ARE REQUIRED FOR THE TOWER AND STRUCTURE GREATER THAN 150 SQUARE FEET HOUSING EQUIPMENT AND ELECTRICAL SERVICE. Ir ■� W TOTALLY COMMA IE10o Z LU NB+C ENGINEERING SERVICES, LLC. 4435 WATERFRONT DRIVE, SUITE 100 GLEN ALLEN, VA 23060 ■ verizom/ LL Q 1831 RADY COURT RICHMOND, VA 23222 a SCRUBY PROPERTY Q VERIZON RAWLAND GREENWOOD STATION ROAD o (JUST SOUTH OF 1-64) w GREENWOOD, VA 22943 v ALBEMARLE COUNTY 0 Ir 0 Lu Z CO LLI 0 n 0 J Z O CID W LL rr CL REVISIONS 8 11/02/20 REVISED PJP 6 10/08/20 REVISED PJP 5 06/11/20 REVISED PJP 4 06/09/20 FINAL CCC 3 05/22/20 REVISED CCC 2 04/24/20 REVISED CCC 1 04/14/20 REVISED CCC 0 04/08/20 PRELIMINARYZDs CCC REV DATE DESCRIPTION BY �w'vlH OFP71 f JOHN A. DAUGHTREY III Lic. No. 0402052122 SI /02/2020� gVAL Z I I JOHN A. DAUGHTREY III, P.E. I 0 1 1 VA PROFESSIONAL ENGINEER LIC. #052122 II W J H- w w C/D tov Ir LU CO Know what's below. z Call before you dig. co OVERALL SITE PLAN zm 1 / / / I I I I I /r — — — — — — — — — — — — — ' I I / II -------- I / I/ I I � / \ EXISTING / GUARD RAIL I , / /I EXISTING PROPERTY LINE /I / I / I / I I I I II I /r — — — — — — — — — — — — — ' I I / II -------- I / I/ I I � / \ EXISTING / GUARD RAIL I , / /I EXISTING PROPERTY LINE /I / I / I / I I I I II I / I I � Q0 LU IW I \ \ \ 1 I -- >\ I I / I PROPOSED 94'\ ' MONOPOLE \ PROPOSED i \ GRAVEL \ ' > PARKING AREA \ \ I \ PROPOSED 12' WIDE GRAVEL ACCESS ROAD < I\ < 0 '— Q O c/) \ o \ — O — /I b % I� \ C / - — / I I PROPOSED Z I / / I CRITICAL \ \LU LU/ �/ I I I SLOPES \ / I x—...—TING CRITICAL / SLOPES TO BE j DISTURBED) EXISTING CRITICAL SLOPES (TO REMAIN \ UNDISTURBED) \ I hr r ss ! i- EXISTING FENCE LINE \ \ \ \ \ EXISTING \ REFERENCE TREE \\ #151 PROPOSED VERIZON EQUIPMENT ON CONCRETE PAD \ WITHIN A 40'x4O' LEASE AREA \ PROPOSED \TREE LINE LEGEND PROPERTY LINE - SUBJECT PARCEL PROPERTY LINE - ABUTTERS EXISTING ROAD • • EXISTING FENCE — - - — - - — PROPOSED EASEMENT — - - — - - — PROPOSED LEASE AREA EXISTING EASEMENT PROPOSED FENCE EXISTING BUILDING SETBACK NOTES: 1. RURAL AREAS - 75 FEET FRONT. 25 FEET SIDE. 35 FEET REAR. 2. 94' FOOT FALL ZONE - A ZONE ON THE SURFACE OF THE GROUND THAT IS A CIRCLE WHOSE CENTER IS THE PROPOSED PERSONAL WIRELESS SERVICE FACILITY (THE "FACILITY"), WHERE THE RADIUS US MEASURED FROM THE OUTER SURFACE OF THE FACILITY'S POLE OR OTHER VERTICAL STRUCTURE IMMEDIATELY ABOVE ITS FOUNDATION, AND WHERE THE RADIUS IS: (I) FOR FACILITIES, EQUAL TO THE HEIGHT OF THE FACILITY. w �■ TOTALLY COoo7TED z W N13+C ENGINEERING SERVICES, LLC. 4435 WATERFRONT DRIVE, SUITE 100 GLEN ALLEN, VA 23OW J verizon J Q 1831 RADY COURT RICHMOND, VA 23222 zz SCRUBY PROPERTY a VERIZON RAWLAND ir 1 GREENWOOD STATION ROAD U_ (JUST SOUTH OF 1-64) w GREENWOOD, VA 22943 c~—n ALBEMARLE COUNTY REVISIONS r 8 11/02/20 REVISED PJP 6 10/08/20 REVISED PJP 5 06/11/20 REVISED PJP 0 w 4 06/09/20 FINAL CCC 3 05/22/20 REVISED CCC `\ /, /// j// I /// /// //// 0 2 04/24/20 REVISED CCC I PROPOSED VERIZON 20' i� /r / // 1 04/14/20 REVISED CCC ACCESS AND UTILITY r / EASEMENT/ /X� 0 04/08/20 PRELIMINARYZDS CCC IX REV DATE DESCRIPTION BY O JOHN A. DAUGHTREY III 0 Lic. No. 0402052122 / / / I / r / / wp 11/02/2020 < � / ' I // / //f LL S S PROPOSED 94' FALL RADIUS EXISTING CULVERT EXISTING ACCESS ENTRANCE WILL NOT BE IMPROVEDLLI Q EXISTING i I FENCE LINE 4 I I I owo NLn EXISTING ACCESS FROM R. O. W. I I —� �� �� EXISTING TREE (TO BE UTILIZED — — I l LINE lei:7_1%II:IIM040112 ENLARGED SITE PLAN 'I 5 20 Z-2 SCALE: 1" = 10' (IN FEET) 1 INCH = 10 FEET EXISTING GRAVEL ACCESS DRIVE 40 CRITICAL SLOPES: CRITICAL SLOPES DISTURBED: 340 S.F. CRITICAL SLOPES TO BE ADDED: 940 S.F. CRITICAL SLOPES TO REMAIN UNDISTURBED: 4240 S.F. Know what's below. Call before you dig. CE W W Z z W W J w W S co rr W m z W w c/) JOHN A. DAUGHTREY III, P.E. VA PROFESSIONAL ENGINEER LIC. #052122 ENLARGED SITE PLAN Z=2 _ H 0' 0 z w H PROPOSED 9 MONOPOL EXISTING GUARD RAIL CD C7 ro LLl F- ry EXISTING CUL DER EXISTING ACCESS FROM R. O. W. (TO BE UTILIZED TREE INVENTORY Z-3 SCALE: 1" = 10' GRAPHIC SCALE 10 0 5 10 20 (IN FEET) 1 INCH = 10 FEET 40 NOTE: 1. EXTREME CARE SHALL BE TAKEN NOT TO DAMAGE EXISTING TREES THAT ARE TO REMAIN. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OR COMPENSATION OF DAMAGED T EES. SITE SHALL BE MAINTAINED IN CORDANCE WITH A TREE CONSERVATION AN TO BE PREPARED BY A CERTIFIED BORIST. AS REQUIRED BY C.5.1.40(C)(4). TRIM EXISTING BRANCHES THAT ENCROACH -0 THE FENCED IN COMPOUND AREA. TO BE REMO QED TO SE REMOVED TO BE REMOVED TO BE REMO QED TOP BROKEN TO SE REMOVED TO BE REMO QED TO BE REMO QED TO SE REMOVED TO SE REMOVED ]LEGEND PROPERTY LINE — SUBJECT PARCEL PROPERTY LINE — ABUTTERS EXISTING ROAD EXISTING FENCE PROPOSED EASEMENT — — — — — — PROPOSED LEASE AREA mm EXISTING EASEMENT PROPOSED FENCE EXISTING BUILDING TREE INVENTORY NUMBER SPECIES CALIPER AGL HEIGHT CANOPY HEIGHT (134) OAK 18" 94' 869' AMSL (136) OAK 72" 65' 839' AMSL (138) OAK 20" 76' 849' AMSL (140) POPLAR 15" 66' 839' AMSL (142) POPLAR 8" 60' 833' AMSL (144) OAK 20" 71' 845' AMSL (146) OAK 24 " 81 ' 854' AMSL (143) DEAD OAK 14 " N/A N/A (149) OAK 12" 61' 835' AMSL (151) PINE 14" W1 858' AMSL (155) PINE 10" 78' 852' AMSL (157) PINE 10" 79' 854' AMSL (159) PINE 10" 54' 828' AMSL (161) PINE 14" 86' 862' AMSL (163) PINE 10" 80' 856' AMSL (165) PINE 14" 79' 855' AMSL (167) OAK 15" 74' 850' AMSL (169) PINE 10" 40' 816' AMSL (171) PINE 8„ 61' 836' AMSL (173) OAK 12" 95' 853' AMSL (175) OAK 12" 64' 842' AMSL (177) PINE 10" 77' 854' AMSL (179) OAK 12" 71' 848' AMSL (181) PINE 10" 80' 857' AMSL (183) POPLAR 16" 93' 870' AMSL (185) OAK 10" 77' 855' AMSL (187) OAK 12" 80' 859' AMSL (189) POPLAR 18" 87' 866' AMSL (191) POPLAR 6" 55' 823' AMSL (193) POPLAR 12 64' 837' AMSL (195) OAK 12" 62' 835' AMSL (197) HICKORY 8„ 60' 833' AMSL (199) PINE 6" 59' 832' AMSL (201) PINE 5" 61' 834' AMSL (205) OAK 10" 73' 846' AMSL (205) MAPLE 8" 53' 831' AMSL (207) OAK 16" 75' 845' AMSL (209) OAK 8" 62' 831' AMSL (21 1) OAK 10„ 72' 842' AMSL (213) OAK 8" 64' 834' AMSL (215) OAK 14 63' 839' AMSL (217) OAK 14 70' 841' AMSL (219) OAK 8" 64' 833' AMSL (221) OAK 12" 65' 834' AMSL (223 HICKORY 811 62' 831' AMSL (225) OAK 10" 70' 841' AMSL *TOTAL TREES TO BE REMOVED: (9) NOTES: 1. REFERENCE TREE IS IDENTIFIED ABOVE IN BOLD. 2. TREE DRIPLINES ARE DRAWN TO SCALE. 3. UNDERLINED TREE HEIGHTS HAVE BEEN CONFIRMED BY A THIRD PARTY TOWER CLIMB. Know what'sbelow. Cal before you dig. ,M W �■ w TOTALLY COMM I'TED z w NB+C ENGINEERING SERVICES, LLC. 4435 WATERFRONT DRIVE, SUITE 100 GLEN ALLEN, VA 23OW J verizon J Q 1831 RADY COURT RICHMOND, VA 23222 z SCRUBY PROPERTY a VERIZON RAWLAND GREENWOOD STATION ROAD o (JUST SOUTH OF 1-64) ILL! GREENWOOD, VA 22943 n ALBEMARLE COUNTY REVISIONS 8 1 11/02/20 REVISED I Pip 6 10/08/20 REVISED Pip 0 Ir 0 5 06/11/20 REVISED Pip C) w 4 06/09/20 FINAL CCC Z O 3 05/22/20 REVISED CCC LLJ 2 04/24/20 REVISED CCC 0 Q Q Z O U) LJJ LL Ir a_ CE w w z_ 0 z w w J H- w LLJ U) w w m z L~Li w U) 1 04/14/20 REVISED CCC 0 04/0S/20 PRELIMINARYZDS CCC REV I DATE I DESCRIPTION I BY I ,0 H OF 7711 JOHN A. DAUGHTREY III Lic. No. 0402052122 +L�p 11/02/2020 S' '7ScSS'I�Aret �� JOHN A. DAUGHTREY III, P.E. VA PROFESSIONAL ENGINEER LIC. #052122 TREE INVENTORY Z=3 F _ O z LIJ D a- F GREENWOOD STATION RD \ \\ I \ I \ 2,000' TOPO BOUNDARY \ -64 Ib o f I I I \ iEE SHEET Z-1 :OR DETAILS / 1 \ I \ GRAPHIC SCALE 29000' TOPO BOUNDARY 300 ° 50 300 °°° 1200 SCALE: 1" = 300' (IN FEET) 11NCH = 300 FEET ZONING MAP 34+i1 d6T _ -- S+BY4t s+s7 S 5.13 tA's4{y 5+74D r r as 9+71B 5+71A _� 55-128 s5 = SITE N ` 0', um#o _ '� • yf ARM \, RO�KFIBR Ga;P.TpKE Tt-I Tt 26 TM w �■ W TOTALLY COMMITTED. z W NB+C ENGINEERING SERVICES, LLC. 4435 WATERFRONT DRIVE, SUITE 100 GLEN ALLEN, VA 230W ■ verizonw/ Q 1831 RADY COURT RICHMOND, VA 23222 GENERAL NOTES 1. THIS PLAN IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF z RECORD. O SCRUBY PROPERTY 2. NO SIGNIFICANT NOISE, SMOKE, DUST, OR ODOR WILL RESULT FROM Q VERIZON RAWLAND THIS FACILITY. Ir GREENWOOD STATION ROAD 3. THE FACILITY IS UNMANNED AND NOT INTENDED FOR HUMAN LL (JUST SOUTH OF 1-64) HABITATION. THERE IS NO HANDICAP ACCESS REQUIRED. Z w GREENWOOD, VA 22943 4. THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE ALBEMARLE COUNTY WATER OR SANITARY SERVICE. co 5. ALBEMARLE COUNTY GIS IS THE SOURCE FOR TOPO LINES SHOWN. LEGEND PROPERTY LINE - SUBJECT PARCEL PROPERTY LINE - ABUTTERS EXISTING ROAD EXISTING FENCE PROPOSED EASEMENT PROPOSED LEASE AREA EXISTING EASEMENT PROPOSED FENCE EXISTING BUILDING Know what's below. Call before you dig. REVISIONS 8 1 11/02/20 1 REVISED I Pip 6 10/08/20 REVISED Pip 0 Ir Q 5 06/11/20 REVISED Pip U W W 4 06/09/20 FINAL CCC Z 3 05/22/20 REVISED CCC 04/24/20 REVISED CCC Q2 d Q Q Z O U) W LL Ir W CE W W z z LLJ W J W W rr W co W 1 04/14/20 REVISED CCC 0 04/08/20 PRELIMINARYZDs CCC REV I DATE I DESCRIPTION I BY I PtiTx of JOHN A. DAUGHTREY III Lic. No. 0402052122 11/02/202Z� `rS'IfNeT JOHN A. DAUGHTREY III, P.E. VA PROFESSIONAL ENGINEER LIC. #052122 25000' TOPO BOUNDARY Z=4 .. w IY Q w 0N w I J Know what's below. Call before you dig. EXISTING REFERENCE TREE #151 --------------------------------------------------------------- ----- I I w zw Of a 30' Lc) COMPOUND PROPOSED VERIZON w = — 4'X10' CONCRETE PAD � x n —_� �-- 00--�-- -- x x x x x x x x x x x x PROPOSED VERIZON EQUIPMENT CABINET L BRIDGE ABOVE H—FRAME EQUIPMENT x e 0 0 0 ° 0 ° PROPOSED VERIZON 3'-6"X8CONCRETE L 0 0 PAD FOR GENERATOR 0 O O 0 O ° ° o PROPOSED VERIZON 12' WIDE ACCESS x PROPOSED VERIZON 94' GATE MONOPOLE TOWER L—X—X—X—X x PROPOSED VERIZON 3' H—FRAME FOR 200A UTILITY METER & PROPOSED 17"x3O" FIBER HAND HOLE LOCATED NEXT TO THE MESA CABINET 40' LEASE AREA COMPOUND PLAN C 1 SCALE: 3/8" = V-0" FOR EQUIPMENT \ — 9 PROPOSED 20'X30' WOODEN FENCE COMPOUND PROPOSED VERIZON FIBER CABINET PROPOSED BOLLARD (TYP. OF 2) PROPOSED GRAVEL --SURFACING WITHIN NEW COMPOUND o I Z I � I o 0 N � 0 U I i I PROPOSED VERIZON 20' WIDE ACCESS AND UTILITY EASEMENT I GRAPHIC SCALE 2 0 1 2 4 8 (IN FEET) 3/8 INCH = 1 FOOT PROPOSED TREE LINE THE EXISTING UTILITY INFORMATION SHOWN REPRESENTS THE BEST DATA AVAILABLE FROM EXISTING DOCUMENTATION AND FIELD EVIDENCE. ALL LOCATIONS SHOULD BE CONSIDERED APPROXIMATE, AND A FIELD INVESTIGATION MUST BE PERFORMED IN THE VICINITY OF ANY CONSTRUCTION ACTIVITIES. NOTE THAT THESE PLANS MAY NOT SHOW ALL UTILITIES THAT ARE PRESE3NT AT THE SITE. 'TM Niami II, z TOTALLY COMMITTED C.7 z W NB+C ENGINEERING SERVICES, LLC. 4435 WATERFRONT DRIVE, SUITE 100 GLEN ALLEN, VA 23OW J verizon J 0_ Q 1831 RADY COURT RICHMOND, VA 23222 z SCRUBY PROPERTY Q VERIZON RAWLAND GREENWOOD STATION ROAD (JUST SOUTH OF 1-64) w GREENWOOD, VA 22943 ALBEMARLE COUNTY REVISIONS 8 1 11/02/20 1 REVISED I Pip (2 6 10/08/20 REVISED Pip W 0 5 06/11/20 REVISED Pip U W W 4 06/09/20 FINAL CCC z 3 05/22/20 REVISED CCC W 2 04/24/20 REVISED CCC 0 w Q Q z O C/) U LLJ LL rr D W W LLJ z_ U z w W J w W cn w w m z W W CIJ 1 04/14/20 REVISED CCC 0 04/08/20 PRELIMINARYZDS CCC REV I DATE I DESCRIPTION I BY I 7/1 °OA o! JOHN A. DAUGHTREY III Lic. No. 0402052122 11/02/2020 �SSIavAI. �'� JOHN A. DAUGHTREY III, P.E. VA PROFESSIONAL ENGINEER LIC. #052122 COMPOUND PLAN cmi GENERAL NOTES L L UJ > ow DoU aZ -HL D_ L oU_ �w Of ELEV.=83' AGL TOP OF PROPOSED VERIZON MONOPOLE ELEV.=94' AGL (868' t AMSL) PROPOSED ANTENNAS (TYP. OF 6) PROPOSED SITE PRO 1-COMPACT MONOPOLE MOUNT PART # UWS6-NP (TYP. OF 2) PROPOSED 700, 850, 1900, & 2100 RRHS (TYP. OF 12) PROPOSED OVP (TYP. OF 2)- PROPOSED SITE PRO 1-RING MOUNT PART # UGLM-DCP EXISTING REFERENCE TREE (#151) ELEV.=0.0" AGL (775.0 AMSL) PROPOSED VERIZON HYBRID CABLES PROPOSED VERIZON 94' MONOPOLE TOWER LATITUDE: 38' 02' 38.9608" LONGITUDE:-78' 43' 04.8078" (DESIGNED BY OTHERS.) 25' MAX r0 DRIP LINE OF REFERENCE TREE PROPOSED OUTDOOR EQUIPMENT ELEVATION 8 C_2 SCALE: 1/8" = 1' PROPOSED 2' LIGHTNING ROD (1" DIAMETER BASE, TAPERING TO A POINT) PROPOSED 3.5" SCH 40 PIPES. 18' LONG TO SPAN THE TWO SITE PRO 1-COMPACT `MONOPOLE MOUNTS. PART # UWS6-NP (TYP. OF 6) PROPOSED OVERALL TOWER HEIGHT ELEV.=96 AGL 870 AMSL PROPOSED TOP OF TOWER ELEV.=94 AGL 868 AMSL PROPOSED VERIZON RAID CENTER ELEV.=90 AGL 864 AMSL PROPOSED RRH MOUNT CENTERLINE ELEV.=80 AGL 868 AMSL PROPOSED OVP MOUNT CENTERLINE ELEV.=72 AGL 862 AMSL PROPOSED 2" STD PIPES. 6' LONG. (TYP. OF 3) NOTE: ALL VERTICAL CABLES TO RUN INSIDE MONOPOLE FROM GROUND LEVEL TO ANTENNA ELEVATION PROPOSED CAISSON FOUNDATION (DESIGN BY OTHERS) GRAPHIC SCALE 0 4 8 16 (IN FEET) 1 INCH = 8 FEET 32 PROPOSED GRADE FI F\/ =774' AMCI NOTE: 1. THE PROPOSED TOWER, TOWER MOUNTS, ANTENNAS & RRHs WILL BE PAINTED THE COUNTY APPROVED COLOR SHERWIN WILLIAMS JAVA BROWN #6090. 2. ANTENNAS WILL BE INSTALLED USING A MODIFIED FLUSH DESIGN WITH LOW PROFILE MOUNTING BRACKETS. NO POINT ON THE BACK OF ANTENNAS SHALL BE MORE THAN 18" FROM FACE OF MONOPOLE. 3. PROPOSED ANTENNA MODEL: COMMSCOPE NHH-65C-R2B: 96.0"X11.9"X7.1" - 51.6 LBS-1142.4 SQ.IN. 4. THE MAXIMUM BASE DIAMETER OF THE MONOPOLE SHALL NOT EXCEED 30"AND THE MAXIMUM DIAMETER AT THE TOP SHALL NOT EXCEED 18". PROPOSED 2' LIGHTNING ROD (1" DIAMETER BASE, TAPERING PROPOSED OVERALL TOWER HEIGHT TO A POINT) ELEV.=96 AGL 870 AMSL TOP OF PROPOSED VERIZON MONOPOLE rm r ELEV.=94' AGL (868' AMSL) PROPOSED VERIZON RAID CENTER ELEV.=90' AGL (864' AMSL) PROPOSED ANTENNAS (TYP. OF 6) PROPOSED 3.5" SCH 40 PIPES. 18' LONG TO SPAN THE TWO SITE PRO 1-COMPACT MONOPOLE MOUNTS. PART # UWS6-NP (TYP. OF 6) I PROPOSED RRH MOUNT CENTERLINE PROPOSED SITE PRO ELEV.=80 AGL 868 AMSL 1-COMPACT MONOPOLE MOUNT PART # UWS6-NP (TYP. OF 2) PROPOSED 700, I 850, 1900, & 2100 RRHS AELEV.=72 I (TYP. OF 12) PROPOSED OVP MOUNT CENTERLINE AGL 862 AMSL PROPOSED OVP I� (TYP. OF 2) I I I PROPOSED SITE PRO I 1-RING MOUNT PROPOSED 2" STD PIPES. PART # UGLM-DCP 6' LONG. (TYP. OF 3) 2 ENLARGED ELEVATION C_2 NTS EXISTING GRADE ELEV.=773.5' 862' AMSL 1. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES ORDINANCES, LAWS AND REGULATIONS OF ALL MUNICIPALITIES, UTILITIES COMPANY OR OTHER PUBLIC AUTHORITIES. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS THAT MAY BE REQUIRED BY ANY FEDERAL, STATE, COUNTY OR MUNICIPAL AUTHORITIES. 3. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER, IN WRITING, OF ANY CONFLICTS, ERRORS OR OMISSIONS PRIOR TO THE SUBMISSION OF BIDS OR PERFORMANCE OF WORK. MINOR OMISSIONS OR ERRORS IN THE BID DOCUMENTS SHALL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR THE OVERALL INTENT OF THESE DRAWINGS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING SITE IMPROVEMENTS PRIOR TO COMMENCING CONSTRUCTION. THE CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED AS A RESULT OF CONSTRUCTION OF THIS FACILITY. 5. THE SCOPE OF WORK FOR THIS PROJECT SHALL INCLUDE PROVIDING ALL MATERIALS, EQUIPMENT AND LABOR REQUIRED TO COMPLETE THIS PROJECT. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 6. THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO SUBMITTING A BID TO VERIFY THAT THE PROJECT CAN BE CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 7. CONTRACTOR SHALL VERIFY ANTENNA ELEVATION AND AZIMUTH WITH RF ENGINEERING PRIOR TO INSTALLATION. 8. TRANSMITTER EQUIPMENT AND ANTENNAS ARE DESIGNED TO MEET ANSI/TIA 222-G REQUIREMENTS. 9. ALL STRUCTURAL ELEMENTS SHALL BE HOT DIPPED GALVANIZED STEEL. 10. CONTRACTOR SHALL MAKE A UTILITY "ONE CALL" TO LOCATE ALL UTILITIES PRIOR TO EXCAVATING. 11. IF ANY UNDERGROUND UTILITIES OR STRUCTURES EXIST BENEATH THE PROJECT AREA, CONTRACTOR MUST LOCATE IT AND CONTACT THE APPLICANT & THE OWNER'S REPRESENTATIVE. 12. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION BY TECHNICIANS APPROXIMATELY 2 TIMES PER MONTH. 13. PRIOR TO THE INSTALLATION OF THE PROPOSED EQUIPMENT OR MODIFICATION OF THE EXISTING STRUCTURE, A STRUCTURAL ANALYSIS SHALL BE PERFORMED BY THE OWNER'S AGENT TO CERTIFY THAT THE EXISTING/PROPOSED COMMUNICATION STRUCTURE AND COMPONENTS ARE STRUCTURALLY ADEQUATE TO SUPPORT ALL EXISTING AND PROPOSED ANTENNAS, COAXIAL CABLES AND OTHER APPURTENANCES. 14. PROPERTY LINE INFORMATION WAS PREPARED USING DEEDS, TAX MAPS, AND PLANS OF RECORD AND SHOULD NOT BE CONSTRUED AS AN ACCURATE BOUNDARY SURVEY. 15. THIS PLAN IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD. 16. THE PROPOSED FACILITY WILL CAUSE ONLY A "DE MINIMIS" INCREASE IN STORMWATER RUNOFF. THEREFORE, NO DRAINAGE STRUCTURES ARE PROPOSED. 17. NO SIGNIFICANT NOISE, SMOKE, DUST, OR ODOR WILL RESULT FROM THIS FACILITY. 18. THE FACILITY IS UNMANNED AND NOT INTENDED FOR HUMAN HABITATION (NO HANDICAP ACCESS REQUIRED). 19. THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SANITARY SERVICE. 20. POWER TO THE FACILITY WILL BE MONITORED BY A SEPARATE METER. AZIMUTHS TBD z z w w z: af Z OQ af Z II Qa II N0a N0a of Fr I > > x Q 5 SED )N ANTENNA OF 6) OSED )POLE MOUNT ANTENNA ORIENTATION PLAN AT 93' NTS Know what's below. Call before you dig TIM W NE901017 W TOTALLY COMM7TEro CD W NB+C ENGINEERING SERVICES, LLC. 4435 WATERFRONT DRIVE, SUITE 100 GLEN ALLEN, VA 23060 ■ verizonrl J Q 1831 RADY COURT RICHMOND, VA 23222 z SCRUBY PROPERTY Q VERIZON RAWLAND GREENWOOD STATION ROAD (JUST SOUTH OF 1-64) w GREENWOOD, VA 22943 o ALBEMARLE COUNTY REVISIONS 8 1 11/02/20 1 REVISED I Pip 6 10/08/20 REVISED Pip Q 5 06/11/20 REVISED Pip C) W W 4 06/09/20 FINAL CCC Z 3 05/22/20 REVISED CCC WQ 2 04/24/20 REVISED CCC W Q Q Z O LU LL cr D_ Ir W W _z 0 z W W J W w rr W m z W U) 1 04/14/20 REVISED CCC 0 04/08/20 PRELIMINARYZDs CCC REV I DATE DESCRIPTION I BY I O p 7I�� JOHN A. DAUGHTREY III A Lic. No. 0402052122 'Po �� /02/202� CdVAL JOHN A. DAUGHTREY III, P.E. VA PROFESSIONAL ENGINEER LIC. #052122 TOWER ELEVATION & NOTES C=2 N N [11IIII0II10II�II0IIO0 1@OOf iIIII�I�j BOTTOM VIEW 12.1" 0 0 FRONT VIEW WEIGHT = 62 LBS SIDE VIEW DUAL RRH 4T4R B25/66a (REMOTE RADIO HEAD' NTS (12 TOTAL ON TOWER) N N —0Q40QOQOI' �IIIIIIIIIIIIIIIII� BOTTOM VIEW 12.1" 0 0 FRONT VIEW WEIGHT = 62 LBS SIDE VIEW DUAL RRH 4T4R 135/1313 (REMOTE RADIO HEAD NTS —COMPACT MOUNT (PART PROPOSED RRH ORIENTATION PLAN - 80' RAID CENTER NTS PROPOSED 94' MONOPOLE (1 TOTAL ON TOWER) 0 1—RING MOUNT d UGLM—DCP) NOTE: TOWER, MOUNTS AND APPURTENANCES TO BE PAINTED JAVA BROWN PROPOSED OVP ORIENTATION PLAN — 72' MOUNT CENTER NTS APPROX TRUE NORTH APPROX TRUE NORTH 00 0) Lj o 1 6.40" 15.73" RAYCAP OVP BOX #RHSDC-3315—PF-48 ) M PACT JNT (PART (12 TOTAL ON TOWER) PROPOSED RRH ORIENTATION PLAN — 80' RAD CENTER NTS 7-7/8" LITHONIA LIGHTING OLW14 9 PROPOSED LIGHT DETAIL C-3 NTS APPROX TRUE NORTH NOTE: TWO OF THESE MOUNTS ARE REQUIRED FOR THIS SITE. THE (6) 3.5" SCH. 40 X 18' LONG PIPE MOUNTS ARE SOLD SEPARATELY. THE PIPE MOUNTS WILL SPAN BETWEEN THE TWO COMPACT MONOPOLE MOUNTS AS SHOWN ON SHEET C-2 NOTE: CONTRACTOR TO PROVIDE SITE PRO 1—COMPACT MONOPOLE MOUNT (PART # UWS6—NP) OR APPROVED EQUIVALENT a ANTENNA & RRH MOUNT DETAIL SGALE:NTS PROPO 6' L OR MOUNT (PART # UGLM—DCP) NOTE: CONTRACTOR TO PROVIDE SITE PRO 1—RING MOUNT (PART # UGLM—DCP) OR APPROVED EQUIVALENT OVP MOUNT DETAIL C_3 SCALE: NTS LL ■ W # TOTALLY COMM7TEIIDo Z LLJ NB+C ENGINEERING SERVICES, LLC. 4435 WATERFRONT DRIVE, SUITE 100 GLEN ALLEN, VA 23060 verizonr J Q 1831 RADY COURT RICHMOND, VA 23222 o SCRUBY PROPERTY Q VERIZON RAWLAND GREENWOOD STATION ROAD o (JUST SOUTH OF 1-64) w GREENWOOD, VA 22943 o ALBEMARLE COUNTY REVISIONS 8 111/02/201 REVISED I Pip 6 10/08/20 REVISED Pip m Q 5 06/11/20 REVISED Pip C) LLJ m 4 06/09/20 FINAL CCC Z 03 05/22/20 REVISED CCC U) LLJ 2 04/24/20 REVISED CCC tl Q U7 z O U) U7 W LL Ir Lu LLI _Z 0 z LLJ W J w w vJ 1 04/14/20 REVISED CCC 0 04/08/20 PRELIMINARYZDs CCC REV DATE I DESCRIPTION I BY I 'AAJH OF v!� YA �9, JOHN A. DAUGHTREY III Lic. No. 0402052122 p�11 /02/202Z , VA, QVAI, JOHN A. DAUGHTREY III, P.E. VA PROFESSIONAL ENGINEER LIC. #052122 MOUNT DETAILS C=3 FINISH GRADE 6" AASHTO #57 CLEE GEOTEXTILE FABRIC GRAVEL COMPOUND DETAIL NTS BOARD -ON -BOARD BOARD ON BOARD WOODEN FENCE 8' WIDE GATE LEAF 1 1 5/8"0 PIPE FRAME GATE WITH MECHANISM � I I 0 1 1 5/8"0 PIPE FRAME GATE WITH MECHANISM � I 41- tT � I r: GALVANIZED MUSHROOM STOP. I I SEE 4/S-2 FOR DETAILS. I INTERMEDIATE, l Ltit GATE & o l loll CORNER POSTS N 1'-6" 16'-0" FRONT GATE s TYPICAL FENCE AND GATE DETAIL S_1 NTS 8'-0" O.C. (MAX.) CONCRETE FOOTING (4000 PSI ® 28 DAYS, PORTLAND CEMENT CONCRETE) 6"X6" PRESSURE TREATED WOOD POST (TYP.) 1/2" CROWN FOR DRAINAGE ■ "TM CE W — W 707ALLY C',OM M77ED. STOCKADE z WOODEN FENCE W NB+C ENGINEERING SERVICES, LLC. 1 2 4435 WATERFRONT DRIVE, SUITE 100 GLEN ALLEN, VA23060 WELDED HEAVY DUTY (3) INDUSTRIAL MAI HASP AND STAPLE IRON OFFSET PIN F W/INTERGRAL DROP ROD PER GATE PANEL AND PADLOCK _17- DROP 2X4 (TYP) 4"0 SCH 40 ROD u verizonv/ POST J GRADE a_ 1831 RADY COURT MUSHROOM STOPI STOP RICHMOND, VA 23222 I I: TL' l I'' I L f: 101. 1 6' MAX z SCRUBY PROPERTY 2 TYPICAL GATE DETAIL 0 NTS VERIZON RAWLAND Q s-1 GREENWOOD STATION ROAD ILL (JUST SOUTH OF 1-64) w GREENWOOD, VA 22943 ALBEMARLE COUNTY UNDISTURBED SOIL 2" GAP BETWEEN I I EXTEND STONE 1'-O" WOOD PANEL AND GRAVEUPORTION BEYOND FENCE ON ALL 4 SIDES DRILLED PIER 4000 PSI CONCRETE. EMBEDDED OF ALL POSTS SHALL BE GENEROUSLY COATED WITH WOOD PRESERVATIVE FENCE & GATE NOTES: 1 PROVIDE HALF MOON CONCRETE GATE KEEPER FOR DROP ROD 2. PROVIDE GATE CATCHES AT REQUIRED LOCATIONS 3. FENCE SHALL BE INSTALLED WITH THE FINISHED SIDE FACING OUTWARD 4. GATE TO BE SECURE WITH A MULTI -LOCK SYSTEM TO PREVENT UNAUTHORIZED ACCESS TO TELECOM FACILITY. MI 4-GANG METER BANK H-FRAME NITS REVISIONS 8 1 11/02/201 REVISED I Pip 6 10/08/20 REVISED Pip 0 Ir Q 5 06/11/20 REVISED Pip C) W 4 06/09/20 FINAL CCC z 3 05/22/20 REVISED CCC W 2 04/24/20 REVISED CCC 0 1 04/14/20 REVISED CCC 0 04/08/20 PRELIMINARY ZDS CCC REV I DATE I DESCRIPTION I BY I 0_ �'VIH OF G r c~n J7 Q oQ c A �9 z U) JOHN A. DAUGHTREY III Lic. No. 0402052122 C/) W ILL p 11/02/202� 20 ss CC t1 L II W W JOHN A. DAUGHTREY III, P.E. z CD 1 1 VA PROFESSIONAL ENGINEER LIC. #052122 II LLJ CONSTRUCTION w DETAILS Ir W C17 z smi H W LL1 w RESERVED SPACE FOR CHARLES CABINET 18"x18" HOFFMAN BOX 24" WIDE ICE BRIDGE OVER H-FRAME EQUIPMENT AS NEEDED ON THIS SIDE MOUNT LIGHT SWITCH W/ TIMER ON END POST 24" WIDE ICE BRIDGE OVER H-FRAME EQUIPMENT SWITCH/TIMER CHARLES CUBE #RL1003C-A EXCHANGER (120V) W/ TF UPS PART #SM150ORMXL2UT/ 18"08" HOFFMAN 10, O(H-FRAME W/ICE BRIDGE) (CONCRETE PAD) EQUIPMENT PROPOSED VERIZON WIRELESS 4'X10' H-FRAME POST #1 CONCRETE PAD FOR EQUIPMENT PROPOSED VERIZON D v v' WIRELESS GPS ANTENNA ° �.° ° vp v D D D ATS/AC v v ILC D ¢ Dv w p D. o v . OVP 6 9f i EQUIPMENT LAYOUT PLAN NTS REAR v 4 v, D 0 pp Q v D d w D H ° D D D, p D i i i (4) 1"0 ANCHOR HOLES FOR 6"X18" CONDU STUB -UP OPENII` PROPOSED EQUIPMENT CABINET � I H—FRAME RISER DETAILS NTS FRONT VERIZON WIRELESS EQUIPMENT: - CHARLES INDUSTRIES CUBE-SS4B231 PX2 EQUIPMENT CABINET WITH BATTERY CABINET INCLUDED CONTRACTOR PROVIDED EQUIPMENT * THIS IS NOT A COMPREHENSIVE LIST. IT SHOULD BE ASSUMED BY THE CONTRACTOR THAT ALL OTHER ITEMS DETAILED IN THIS SET OF DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR. - 26.2" WIDE X 78" TALL X 12.3" DEEP, ASCO D300L SERIES POWER TRANSFER LOAD CENTER MODEL AA300G-1PH-N-3R - INTEGRATED LOAD CENTER "ILC" WITH COMBINATION PADLOCK. - 22" WIDE X 26" TALL X 20" DEEP, CHARLES INDUSTRIES CUBE-RL1003C-A W/ HEAT EXCHANGER (120V) W/ TRIPP-LITE UPS PART #SM150ORMXL2UTAA INSIDE (ONLY REQUIRED WHEN VzT PROVIDES LIT FIBER. UTILITY COORDINATOR MUST VERIFY IF THIS IS NEEDED) - RAYCAP OVP-6 (RCMDC-3315-PF-48) - COORDINATE ADDITIONAL ENTRY GATE LOCK(S) WITH CONSTRUCTION MANAGER. NOTES: 1. SEE SHEET E-1,E-2 & E-3 FOR FOR CABLE/CONDUIT ROUTINGS. 2. BOTTOM OF OVPs SHALL NOT EXCEED 36" ABOVE FINISHED GRADE. z TOTALLY COMM7TEro 0 z W NB+C ENGINEERING SERVICES, LLC. 4435 WATERFRONT DRIVE, SUITE 100 GLEN ALLEN, VA23060 verizonrl Q 1831 RADY COURT RICHMOND, VA 23222 z SCRUBY PROPERTY Q VERIZON RAWLAND GREENWOOD STATION ROAD (JUST SOUTH OF 1-64) uw GREENWOOD, VA 22943 n ALBEMARLE COUNTY REVISIONS 8 11/02/20 REVISED PJP 6 10/08/20 REVISED PJP O 5 06/11/20 REVISED PJP C) W 4 06/09/20 FINAL CCC z 03 05/22/20 REVISED CCC 2 04/24/20 REVISED CCC 0 1 04/14/20 REVISED CCC 0 04/08/20 PRELIMINARY ZDs CCC REV DATE DESCRIPTION BY PtiTH OF G I � O G` �9 Z�� Q JOHN A. DAUGHTREY III U A Lic. No. 0402052122 EQUIPMENT W O� 11/02/2020 Aj H-FRAME 0 WO �sSIQVAL POST #1 Ir D_ SWITCH/TIMER Lu Z I I JOHN A. DAUGHTREY III, P.E. 0 1 1 VA PROFESSIONAL ENGINEER LIC. #052122 II Lu EQUIPMENT W MOUNTING W co DETAILS m W m z S=2 w W LEGEND m z O S ------------------I� I / PROPOSED SILT FENSF AROUND DOWN SLOPE 1 I/ DISTURBED AREA � (APPROX. 200't) II / I / I I A 1 — I \ II \\ I I II \ \9QI - - - _ / PROPOSED VERIZON 94'. 11 MONOPOLE TOWER i m. \ 1 \ II \ I ------------ \ PROPOSED TREE PROTECTION FENCE ` I AROUND PROPOSED COMPOUND AND \ APPROXIMATELY 50' OF PROPOSED III I ACCESS ROAD AND TURN AROUND. (APPROX. LENGTH: 240'f) `\\ \ PROPOSED 12'X70' I� / I CONSTRUCTION ENTRANCE. \ SEE SHEET ES-4 FOR DETAILS.\ \ O I / 1 --------------------- ---------------- , I 1 � j '1 II 11 11 I 11 11 I` / 1 I I I I I I ' \1 I i ' I I \ --------------- \ _ I I - -- 4 PROPOSED OUTLET j \ PROTECTION (SEE SHEET ES-4 FOR DETAIL) I I I I I I \ \ 25B \ (SOIL SUMMARY) \ DYKE SILT LOAM \ 2%-7% SLOPES O\ 1 \ \ PROPOSED TREELINE \\\ \ \ \ \ PROPOSED VERIZON —EQUIPMENT ON CONCRETE PAD WITHIN A 40'x4O' LEASE AREA , OF \\ \\ EXISTING HEAVY, MATURE \ , & NATIVE VEGETATION TO BE TRIMMED AS NEEDED. III ✓✓✓"` \\ o o PROPOSED LIMIT OF DISTURBANCE. APPROXIMATELY 3,900 SF. p \ \ \ PROPOSED p \ TEMPORARY SOIL 773 STOCKPILE AREA. 772 p I PROPOSED VERIZON 20' WIDE 771 I g ACCESS AND UTILITY EASEMENT PROPOSED VERIZON 12' WIDE GRAVEL DRIVEWAY76 PROPOSED GRADE LINE (TYP.) PROPOSED 18" RCP 1101169 ' ''•' / 161 1/ 1 ) EROSION & SEDIMENT CONTROL PLAN ES-1 SCALE: 1" = 10'-0" GRAPHIC SCALE 10 0 5 10 20 40 (IN FEET) 1 INCH = 10 FEET ---------- XXX---------- PROPERTY LINE — SUBJECT PARCEL EXISTING CONTOUR LINE PROPOSED CONTOUR LINE PROPOSED FENCE PROPOSED LEASE AREA PROPOSED LIMITS OF DISTURBANCE PROPOSED SILT FENCE PROPOSED TREE PROTECTION PROPOSED CONSTRUCTION ENTRANCE NOTE: • A PROPOSED HAY BALE W/ PLASTIC LINING CONCRETE WASHOUT IS REQUIRED TO BE ON SITE. SEE "HAY BALE AND PLASTIC WASHOUT PIT" NOTES ON SHEET ES-2 FOR MORE INFORMATION. CONSTRUCTION MANAGER TO FIELD VERIFY PROPOSED LOCATION. • A SOIL STOCKPILE AREA IS REQUIRED TO BE ON SITE. SEE 4/ES-3 FOR MORE DETAILS. CONSTRUCTION MANAGER TO FIELD VERIFY PROPOSED LOCATION. • CRITICAL SLOPES DISTURBED = 340 S.F. Know what's below. Call before you dig. cr NJ■ �■ W mmm` TOTALLY COM1M 7TFno z W NB+C ENGINEERING SERVICES, LLC. 4435 WATERFRONT DRIVE, SUITE 100 GLEN ALLEN, VA23060 M verizom' Q 1831 RADY COURT RICHMOND, VA 23222 z SCRUBY PROPERTY a VERIZON RAWLAND GREENWOOD STATION ROAD (JUST SOUTH OF 1-64) uw GREENWOOD, VA 22943 ALBEMARLE COUNTY REVISIONS 8 11/02/20 REVISED PJP Q 6 10/08/20 REVISED PJP O 5 06/11/20 REVISED PJP W W 4 06/09/20 FINAL CCC z 3 05/22/20 REVISED CCC LU 2 04/24/20 REVISED CCC 1 04/14/20 REVISED CCC 0 04/08/20 PRELIMINARY ZDS CCC REV DATE DESCRIPTION BY 0_ Q Q z 0 U) W L.L IIr D- Ir W W Z z W W J LU W C/) If W m z W U) " NX V OF JOHN A. DAUGHTREY III Lic. No. 0402052122 11/02/2020 }� gVAI. JOHN A. DAUGHTREY III, P.E. VA PROFESSIONAL ENGINEER LIC. #052122 EROSION & SEDIMENT CONTROL PLAN ES-1 EROSION AND SEDIMENT CONTROL NARRATIVE PROJECT DESCRIPTION THE PURPOSE OF THIS PROJECT IS THE CONSTRUCTION OF MONOPOLE TOWER, 90, GRAVEL ACCESS DRIVE, AND FENCED COMPOUND, ALONG WITH ASSOCIATED UTILITIES. THE LEASE AREA OF THE TOWER IS 1,600 SQ.FT.; THE COMPOUND AREA IS 600 SQ.FT.; THE TOTAL DISTURBED AREA IS 3,900 SF. EXISTING SITE CONDITIONS THE EXISTING SITE CONDITIONS CONSIST OF DENSE WOODS, SPARSE WOODLANDS AND OPEN SPACE IN GOOD AND POOR CONDITION. THE GRADE SLOPES TO THE SOUTH WEST TOWARDS GREENWOOD STATION ROAD TO THE WEST AND AN EXISTING GRAVEL ACCESS ROAD TO THE SOUTH. THE PROPOSED ACCESS DRIVE ENTRANCE WILL BE ON THE EXISTING GRAVEL ACCESS DRIVE. THE IS AN APROXIMATELY 6' RIDGE ALONG THE GRAVEL ACCESS DRIVE AND GREENWOOD STATION ROAD. ADJACENT AREAS THE ADJACENT AREAS ARE UNDEVELOPED WOODLANDS AND SINGLE FAMILY RESIDENTIAL HOMES. WITH OPEN PASTURE TO THE NORTH EAST AND SOUTH WEST. THE SITE IS BOARDED BY INTERSTATE 64 TO THE NORTH WEST AND GREENWOOD STATION ROAD TO THE WEST. OFF -SITE AREAS THERE ARE NO PROPOSED OFF -SITE AREAS ASSOCIATED WITH THIS PROJECT. SOILS (25B) DYKE SILT LOAM - 2 TO 7 PERCENT SLOPES CRITICAL AREAS THERE ARE NO CRITICAL AREAS ASSOCIATED WITH THIS PROJECT. ESC MEASURES - STRUCTURAL PRACTICES STRUCTURAL MEASURES TO BE USED ON THE SITE INCLUDE SILT FENCE (VE&SCH SPEC. 3.05), CONSTRUCTION ENTRANCE (VE&SCH SPEC. 3.02), TREE PROTECTION FENCE (VE&SCH SPEC. 3.38), TEMPORARY STOCK PILE (VE&SCH SPEC. 3.30), AND CONCRETE WASHOUT. ALL MEASURES SELECTED ARE STANDARD ESC ITEMS FOR THIS APPLICATION. ANY DISTURBED AREA DENUDED FOR SEVEN DAYS THAT IS NOT IN ACTIVE WORK AREA TO BE TEMPORARILY SEEDED. ESC MEASURES - VEGETATIVE PRACTICES VEGETATION PRACTICES INCLUDE TEMPORARY AND PERMANENT SEEDING (VE&SCH SPEC. 3.31 & 3.32). PERMANENT STABILIZATION 1. UNTIL AN ADEQUATE ROOT SYSTEM IS ESTABLISHED AND IN THE ABSENCE OF ADEQUATE RAINFALL, SODDING (OR WHATEVER VEGETATION IS USED) SHALL BE IRRIGATED AS OFTEN AS NECESSARY TO MAINTAIN MOIST SOIL TO A DEPTH OF 4 INCHES. IN GENERAL, WATERING SHALL BE PERFORMED IN ACCORDANCE WITH THE VESCH. 2. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISHED GRADING. SEEDING SHALL BE DONE WITH KENTUCKY 31 TALL FESCUE ACCORDING TO STD. AND SPEC. 3.32, PERMANENT SEEDING, OF THE HANDBOOK. EROSION CONTROL BLANKETS WILL BE INSTALLED OVER FILL SLOPES WHICH HAVE BEEN BROUGHT TO FINAL GRADE AND HAVE BEEN SEEDED TO PROTECT THE SLOPES PROPERLY. MULCH (STRAW OR FIBER) WILL BE USED ON RELATIVELY FLAT AREAS. IN ALL SEEDING OPERATIONS, SEED FERTILIZER AND LIME WILL BE APPLIED PRIOR TO MULCHING. IN ACCORDANCE WITH MINIMUM STANDARD #3, PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. 3. THE LOCAL VESCP AUTHORITY REPRESENTATIVE SHALL MAKE THE DETERMINATION AS TO WEATHER OR NOT PERMANENT VEGETATION HAS BEEN ESTABLISHED IN ACCORDANCE WITH MINIMUM STANDARD #3. UNDERGROUND UTILITY LINE INSTALLATION: UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: 1. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. 2. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. 3. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY. 4. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. 5. DESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. 6. COMPLY WITH APPLICABLE SAFETY REGULATIONS. CONSTRUCTION SEQUENCE AT LEAST 7 DAYS BEFORE STARTING ANY EARTH DISTURBANCE ACTIVITIES, THE OWNER/OPERATOR SHALL INVITE ALL CONTRACTORS INVOLVED IN THOSE ACTIVITIES, THE LANDOWNER, ALL APPROPRIATE MUNICIPAL OFFICIALS, THE EROSION AND SEDIMENT CONTROL PLAN PREPARER, AND THE CONSERVATION DISTRICT TO AN ON -SITE MEETING. ALSO, AT LEAST 3 WORKING DAYS BEFORE STARTING ANY EARTH DISTURBANCE ACTIVITIES, ALL VIRGINIA CONTRACTORS INVOLVED IN THOSE ACTIVITIES SHALL NOTIFY THE VIRGINIA ONE CALL SYSTEM "MISS UTILITY" INCORPORATED AT 811 FOR BURIED UTILITIES LOCATIONS. EROSION AND SEDIMENT BMPS MUST BE CONSTRUCTED, STABILIZED, AND FUNCTIONAL BEFORE SITE DISTURBANCE BEGINS WITHIN THE TRIBUTARY AREAS OF THOSE BMPS. ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE FOLLOWING SEQUENCE. EACH STAGE SHALL BE COMPLETED BEFORE ANY FOLLOWING STAGE IS INITIATED. CLEARING AND GRUBBING SHALL BE LIMITED ONLY TO THOSE AREAS DESCRIBED IN EACH STAGE. 1. INSTALL ROCK CONSTRUCTION ENTRANCE AND ALL PERIMETER BMP'S AS SHOWN ON THE PLANS. 2. CLEAR TREES AND LIMBS FOR FULL WIDTH OF EASEMENT AND LEASE AREA, GROUND TO SKY. 3. STRIP TOPSOIL FOR THE ACCESS DRIVE AND STORE AT DESIGNATED LOCATIONS AS SHOWN ON THE PLANS OR LOCATION AS AGREED UPON WITH THE CONSTRUCTION MANAGER. 4. ALL DIVERSIONS, SEDIMENT TRAPS, AND STOCKPILES MUST BE SEEDED AND MULCHED IMMEDIATELY UPON CONSTRUCTION. 5. BEGIN GRADING AND INSTALL GRAVEL, ROADSIDE DITCHES, AND CULVERTS WITH OUTLET PROTECTION. 6. STRIP TOPSOIL ACROSS COMPOUND AND STORE AT DESIGNATED LOCATIONS AS SHOWN ON THE PLANS OR LOCATION AS AGREED UPON WITH THE CONSTRUCTION MANAGER. 7. GRADE COMPOUND SITE AND INSTALL GRAVEL. IMMEDIATELY STABILIZE FILL AND CUT SLOPES WITH EROSION CONTROL MATTING OR ROCK. 8. ONCE CONSTRUCTION OF COMPOUND AND ACCESS DRIVE IS COMPLETE, BEGIN CONSTRUCTION OF TOWER AND ASSOCIATED FACILITIES AND UTILITIES AS SHOWN ON THE DRAWINGS. 9. IF CONSTRUCTION IS TERMINATED OR SUSPENDED PRIOR TO CONSTRUCTION COMPLETION, ALL EXPOSED SOIL AREAS SHALL BE SEEDED WITH TEMPORARY SEEDING AND MULCHED IMMEDIATELY. 10. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN ALL SEDIMENT AND EROSION CONTROL FACILITIES IN EFFECTIVE WORKING ORDER DURING CONSTRUCTION AND UNTIL ALL EXPOSED SOIL AREAS HAVE BEEN STABILIZED. 11. NO EROSION AND SEDIMENT CONTROL MEASURES CAN BE REMOVED WITHOUT APPROVAL OF THE ENVIRONMENTAL INSPECTOR FOR THE PROJECT. IMMEDIATELY AFTER EARTH DISTURBANCE ACTIVITIES CEASE, THE 0/RP SHALL STABILIZE ANY AREAS DISTURBED BY THE ACTIVITIES. DURING NON -GERMINATING PERIODS, MULCH MUST BE APPLIED AT THE SPECIFIED RATES. DISTURBED AREAS WHICH ARE NOT AT FINISHED GRADE AND WHICH WILL BE REDISTURBED WITHIN 1 YEAR MUST BE STABILIZED IN ACCORDANCE WITH THE TEMPORARY VEGETATIVE STABILIZATION SPECIFICATIONS. DISTURBED AREAS WHICH ARE AT FINISHED GRADE OR WHICH WILL NOT BE REDISTURBED WITHIN 1 YEAR MUST BE STABILIZED IN ACCORDANCE WITH THE PERMANENT VEGETATIVE STABILIZATION SPECIFICATIONS. AN AREA SHALL BE CONSIDERED TO HAVE ACHIEVED FINAL STABILIZATION WHEN IT HAS A MINIMUM UNIFORM 70% PERENNIAL VEGETATIVE COVER OR OTHER PERMANENT NON -VEGETATIVE COVER WITH A DENSITY SUFFICIENT TO RESIST ACCELERATED SURFACE EROSION AND SUBSURFACE CHARACTERISTICS SUFFICIENT TO RESIST SLIDING AND OTHER MOVEMENTS. AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY EROSION AND SEDIMENT BMPS MUST BE REMOVED. AREAS DISTURBED DURING REMOVAL OF THE BMPS MUST BE STABILIZED IMMEDIATELY. GENERAL EROSION AND SEDIMENT CONTROL NOTES: GRADING NOTES 1. THE OWNER/DEVELOPER MUST NOTIFY THE ALBEMARLE COUNTY AT LEAST 24 HOURS PRIOR TO THE START OF 1. SOILS USED FOR ROADWAY SUBGRADE MUST BE COMPACTED SO THAT THE MINIMUM DRY DENSITY ACHIEVED WTm THE CONSTRUCTION IN ACCORDANCE WITH APPLICABLE ALBEMARLE COUNTY ORDINANCES AND POLICIES. EXCEEDS 95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. THE CONTRACTOR MAY ONLY USE CUT 2. THE OWNER/DEVELOPER GRANTS THE RIGHT -OF -ENTRY ON TO THIS PROPERTY TO THE DESIGNATED ALBEMARLE MATERIAL AS FILL IF IT CAN BE COMPACTED TO 95% OF ITS STANDARD PROCTOR MAXIMUM DRY DENSITY. m COUNTY PERSONNEL FOR THE PURPOSE OF INSPECTING AND MONITORING FOR COMPLIANCE WITH TITLE 10.01, PROCTOR READING MUST BE INSPECTED AND APPROVED BY A THIRD PARTY DURING ROADWAY W NiSlimkw CHAPTER 5, ARTICLE 4 OF THE CODE OF VIRGINIA, EROSION AND SEDIMENT CONTROL LAW AND THE DESIGN AND CONSTRUCTION. Lu CONSTRUCTION STANDARDS MANUAL SECTION 750.04. 0 TOTALLY CO M ["M I TICS Do 3. ALL EROSION CONTROL MEASURES SHOWN ON THE APPROVED PLAN MUST BE IN PLACE AND INSPECTED AND 2. NATIVE TOPSOIL SHALL BE SAVED, STOCKPILED, MULCHED, AND REUSED AS MUCH AS POSSIBLE ON THE z APPROVED BY THE DEPARTMENT PF PUBLIC WORKS PRIOR TO CLEARING, STRIPPING OF TOPSOIL OR GRADING. SITE. SILTATION FENCE SHALL BE INSTALLED AT THE BASE OF STOCKPILES AT THE DOWNHILL LIMIT TO LJ 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND PERMIT SHALL BE KEPT ON THE SITE PROTECT AGAINST EROSION. STOCKPILES WILL BE STABILIZED BY SEEDING AND MULCHING UPON FORMATION NB+C ENGINEERING SERVICES, LLC. AT ALL TIMES. OF THE PILES. UPHILL OF THE STOCKPILES, STABILIZED DITCHES AND/OR BERMS WILL BE CONSTRUCTED TO 4435 WATERFRONT DRIVE, SUITE 100 5. THE DEVELOPER/DEVELOPERS'S REPRESENTATIVE IS RESPONSIBLE FOR THE INSTALLATION OF ANY ADDITIONAL DIVERT STORMWATER RUNOFF AWAY FROM THE PILES. EXCESS CUT SOIL NOT REUSED AS FILL SHALL BE GLEN ALLEN, VA 2WW EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE HAULED OFF SITE TO AN APPROVED AND PERMITTED SOIL DISPOSAL SITE AS SOON AS FINAL GRADE HAS ALBEMARLE COUNTY. BEEN ESTABLISHED. 6. ALL DISTRIBUTED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL COMPLETE AND ADEQUATE STABILIZATION IS 3. FOR AN EARTH DISTURBANCE ACTIVITY OR ANY STAGE OR PHASE OF AN ACTIVITY TO BE CONSIDERED ACHIEVED. PERMANENTLY STABILIZED, THE DISTURBED AREAS SHALL BE COVERED BY A MINIMUM UNIFORM 70% 7. WATER MUST BE PUMPED INTO AN APPROVED FILTERING DEVICE DURING DEWATERING OPERATIONS. PERENNIAL VEGETATIVE COVER OR OTHER PERMANENT NON -VEGETATIVE COVER WITH A DENSITY SUFFICIENT 8. ALL EROSION AND SEDIMENT CONTROL PRACTICES MUST BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE TO RESIST ACCELERATED EROSION AND SUBSURFACE CHARACTERISTICS SUFFICIENT TO RESIST SLIDING AND MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK OTHER MOVEMENTS. AND THE VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS AND TO AMHERST COUNTY DESIGN AND CONSTRUCTION STANDARDS MANUAL. THE DEVELOPER/DEVELOPER'S 4. ALL EARTHEN FILLS SHALL BE PLACED IN COMPACTED LAYERS NOT TO EXCEED 8 INCHES IN THICKNESS. REPRESENTATIVE WILL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND z venzonlI SEDIMENT CONTROL PRACTICES AT ALL TIMES. 5. FILL MATERIALS SHALL BE FREE OF FROZEN PARTICLES, BRUSH, ROOTS, SOD, OR ORGANIC MATERIAL THAT 9. THE DEVELOPERS/ DEVELOPER'S REPRESENTATIVE SHALL INSPECT ALL EROSION AND SEDIMENT CONTROL WOULD INTERFERE WITH OR PREVENT CONSTRUCTION OF SATISFACTORY FILLS. ANY ROCK GREATER THAN 12" C) MEASURES DAILY AND AFTER EACH SIGNIFICANT RAINFALL THE FOLLOWING ITEMS WILL BE CHECKED IN IN ANY DIRECTION SHOULD BE DISPOSED OF AND NOT USED AS FILL. FILL SHALL NOT BE PLACED ON J PARTICULAR: SATURATED OR FROZEN SURFACES. a. SILT FENCE BARRIERS WILL BE CHECKED REGULARLY FOR UNDERMINING OR DETERIORATION OF THE Q 1831 RADY COURT FABRIC. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHES HALF 6. PLOW, SCARIFY, BENCH, OR BREAK UP SLOPED SURFACES STEEPER THAN 1 VERTICAL TO 4 HORIZONTAL SO RICHMOND, VA 23222 WAY TO THE TOP OF THE BARRIER. FILL MATERIAL WILL BOND WITH EXISTING MATERIAL. IF FILL EXCEEDS 4' IN HEIGHT FROM TOE TO CREST, b. SEEDED AREAS WILL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MAINTAINED. FILL MUST BE BENCHED AND KEYED IN. SEE DETAIL 4/ES-7 FOR DETAILS. AREAS SHOULD BE FERTILIZED AND RE -SEEDED AS NEEDED. 10. SEDIMENT TRAPPING MEASURES WILL BE INSTALLED AS A FIRST STEP IN GRADING AND WILL BE SEEDED AND 7. PLACE SOIL FILL ON SUB -GRADES FREE OF ORGANIC MATERIAL, MUD, FROST, SNOW, OR ICE MULCHED IMMEDIATELY FOLLOWING INSTALLATION. 11. PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER FINAL 8. PLACE BACKFILL AND FILL MATERIALS IN LAYERS NOT MORE THAN 8 INCHES THICK IN LOOSE DEPTH GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZED SHALL BE APPLIED WITH IN COMPACTED BY HEAVY COMPACTION EQUIPMENT, AND NOT MORE THAN 4 INCHES IN LOOSE DEPTH FOR SEVEN (7) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN UNDISTURBED FOR MATERIAL COMPACTED BY HAND OPERATED TAMPERS. LONGER THAN FOURTEEN (14) DAYS. SEEDING AND SELECTION OF THE SEED MIXTURE SHALL BE IN ACCORDANCE z SCRUBY PROPERTY WITH VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK STANDARD AND SPECIFICATION 3.32. ROADS AND 9. UNDER ACCESS ROADS WITH MARGINAL TO EXCESSIVE SLOPES AND MARGINAL SUBGRADE, CLEAR, GRUB AND O PARKING AREAS SHALL BE STABILIZED WITH SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED. SCARIFY ROAD AREA. INSTALL ONE LAYER OF GEO-TEXTILE FABRIC (US 160 NW OR EQUIVALENT) AND PIN Q VERIZON RAWLAND 12. ELECTRIC POWER, TELEPHONE, CABLE T.V. AND GAS SUPPLY TRENCHES SHALL BE COMPACTED, SEEDED AND TO SUBGRADE. INSTALL BASE LAYER, AND TRACK IN WITH A BULLDOZER OR SHEEPSFOOT ROLLER, INSTALL MULCHED WITHIN FIVE DAYS AFTER BACKFILL SURFACE LAYER, DRESS ROAD AS REQUIRED AFTER CONSTRUCTION WITH MOTOR GRADER AND COMPACT Ir GREENWOOD STATION ROAD 13. ALL TEMPORARY EARTH BERMS, DIVERSIONS AND SILT DAMS SHALL BE MULCHED WITHIN FIVE DAYS AFTER WITH A VIBRATORY ROAD ROLLER. O GRADING. STRAW OR HAY MULCH IS REQUIRED. LL z MAINTAINED ANMODIFIED DURING CONSTRUCTION ASREQUIRED(JUST SOUTH OF 1-64) 14. TRMODIALL STORM TINLETS SHALL PROTECTED BY INLET PROTECTION � GREENWOOD, VA 22943 15. AT THE COMPLETION OF ANY PROJECT CONSTRUCTION AND PRIOR TO BOND RELEASE, ALL TEMPORARY U) ALBEMARLE COUNTY SEDIMENT CONTROL MEASURES SHALL BE REMOVED. 16. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES WILL BE REMOVED WITHIN 30 DAYS AFTER ADEQUATE SITE STABILIZATION AND AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, AS AUTHORIZED BY THE ALBEMARLE COUNTY INSPECTORS. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES WILL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. REVISIONS 17. WHEN SEDIMENT IS TRANSPORTED ONTO A PAVED ROAD SURFACE, THE ROAD WILL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT WILL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING WILL BE ALLOWED ONLY AFTER 8 11/02/20 REVISED PJP SEDIMENT IS REMOVED IN THIS MANNER. 18. AREAS WHICH ARE NOT TO BE DISTURBED WILL BE CLEARLY MARKED BY FLAGS, SIGNS, ETC. 0 6 10/08/20 REVISED PJP 19. RPA AND FLOOD PLAIN LIMITS SHALL BE CLEARLY MARKED IN THE FIELD BY FLAGS, SIGNS, ETC.cz 20. TREE SAVE AREAS SHALL BE CLEARLY MARKED IN THE FIELD BY ORANGE SAFETY FENCE. APPROPRIATE TREE O 5 06/11/20 REVISED PJP PRESERVATIONS SIGNS (WATERPROOF) TO IDENTIFY TREE PRESERVATION AREA SHALL BE LOCATED ON TREE U PROTECTIONS FENCING (INCLUDES SUPER SILT FENCING) AND SHOULD BE LOCATED ALTERNATE BETWEEN � 4 06/09/20 FINAL ccc ENGLISH AND SPANISH EVERY 30 FEET. 21. ORANGE SAFETY FENCE MUST BE INSTALLED AROUND ALL SILT TRAPS AND SEDIMENT BASINS. CD 3 05/22/20 REVISED CCC UD MAINTENANCE Luu 2 04/24/20 REVISED ccc 1 04/14/20 REVISED ccc 1. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE 0 04/08/20 PRELIMINARYZDs ccc EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. THE FOLLOWING ITEMS WILL BE CHECKED, IN PARTICULAR: REV DATE DESCRIPTION BY 2. THE SILT FENCE BARRIER WILL BE CHECKED REGULARLY FOR UNDERMINING OR DETERIORATION OF THE FABRIC. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHES HALF WAY TO THE TOP OF THE BARRIER. 3. THE SEEDED AREAS WILL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND RE -SEEDED AS NEEDED. 4. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ECS CONTROLS DURING CONSTRUCTION. a_ 5. INSPECTION TO BE CONDUCTED SHALL BE PER ALBEMARLE COUNTY STANDARDS AND REQUIREMENTS. Q ���xlH Op CONTRACTOR IS RESPONSIBLE FOR SCHEDULING ALL INSPECTIONS. cfD �G1� J 6. SILT FENCE SHALL BE CHECKED AFTER EACH MAJOR STORM EVENT OR ONCE EVERY FIVE DAYS. SEDIMENT SHALL Z v BE REMOVED AFTER IT BECOMES 1/3 HEIGHT OF SILT FENCE. 0 JOHN A. DAUGHTREY III Lic. No. 0402052122 7. ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL WILL BE CONSTRUCTED ACCORDING TO THE Wp 11/02/2020 STANDARDS AND SPECIFICATIONS OF THE VIRGINIA SEDIMENT AND EROSION CONTROL HANDBOOK, 3RD ED, 1992. O SSIgVAI' SEEDING/ STABILIZATION SPECIFICATIONS 1. TOPSOIL STOCKPILE PROTECTION A. APPLY GROUND LIMESTONE AT A RATE OF 90LBS. PER 1000 SQ.FT. B. APPLY FERTILIZER (10-20-10) AT A RATE 11 LBS. PER 1000 SQ.FT. C. APPLY PERENNIAL RYEGRASS SEED AT 170 LB. PER 1 ACRE. AND ANNUAL RYEGRASS AT 170 LB. PER 1 ACRE. D. MULCH STOCKPILE WITH STRAW OR HAY AT A RATE OF 138 LBS. PER 1000 SQ.FT. E. PROPERLY ENTRENCH A SILT FENCE AT THE BOTTOM OF THE STOCKPILE. CE LLI 18. TEMPORARY STABILIZATION SPECIFICATIONS LLI JOHN A. DAUGHTREY III, P.E. A. APPLY GROUND LIMESTONE AT A RATE OF 184 LBS. PER 1000 SQ.FT. z B. APPLY FERTILIZER (10-20-10) AT A RATE 11 LBS. PER 1000 SQ.FT. 0 VA PROFESSIONAL ENGINEER LIC. #052122 C. APPLY PERENNIAL RYEGRASS SEED AT 170 LB. PER 1 ACRE. AND ANNUAL RYEGRASS AT 170 LB. PER 1 z ACRE. LU D. MULCH STOCKPILE WITH STRAW OR HAY AT A RATE OF 138 LBS. PER 1000 SQ.FT. E. APPLY A LIQUID MULCH BINDER OR TACK TO STRAW OR HAY MULCH. 19. PERMANENT STABILIZATION SPECIFICATIONS A. APPLY TOPSOIL TO A DEPTH OF 5 INCHES (UNSETTLED) B. APPLSOIL.Y GROUND LIMESTONE AT A RATE OF 184 LBS. PER 1000 SQ.FT. AND WORK FOUR INCHES INTO EROSION & W C. APPLY FERTILIZER E SEE AT 0 L RATE 11 LBS. PER CREEPING SQ.FT. ~ SEDIMENT CONTROL D. APPLY HARD FESCUE SEED AT 20 LBS. PER 1 ACRE. AND CREEPING RED FESCUE SEED AT 20 LBS. � PER 1 ACRE. AND PERENNIAL RYEGRASS SEED AT 20 LBS. PER 1 ACRE. AND TALL FESCUE SEED AT LJ 20 LBS. PER 1 ACRE. LJJ E. MULCH STOCKPILE WITH STRAW OR HAY AT A RATE OF 138 LBS. PER 1000 SQ.FT. NOTES F. APPLY A LIQUID MULCH BINDER OR TACK TO STRAW OR HAY MULCH. HAY BALE AND PLASTIC WASHOUT PIT HAY BALE AND PLASTIC WASHOUT PIT TO BE BUILT ABOVE GRADE. THE PLASTIC LINING SHOULD BE MINIMUM 10 CE MIL THICKNESS, FREE OF TEARS OR HOLES THAT WOULD ALLOW THE WASHWATER TO ESCAPE. AFTER THE PIT IS LLJ USED TO WASH DOWN THE CHUTES OF MULTIPLE READY MIXED TRUCKS AND THE WASHWATER HAS EVAPORATED DO OR HAS BEEN VACUUMED OFF, THE REMAINING HARDENED SOLIDS CAN BE BROKEN UP AND REMOVED FROM THE PIT. THIS PROCESS MAY DAMAGE THE HAY BALES AND PLASTIC LINING. IF DAMAGE OCCURS, THE PIT WILL NEED TO BE REPAIRED AND RELINED WITH NEW PLASTIC. WHEN THE HARDENED SOLIDS ARE REMOVED FROM THE PIT. z THE WASTE MATERIAL MUST BE RECYCLED OR DISPOSED OF AT AN APPROVE WASTE FACILITY. W ES=2 C/J CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A rX4r 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND N INTO THE TRENCH. FLOW 4. BACKFILL AND COMPACT THE EXCAVATED SOIL EXTENSION OF FABRIC IAN/ID WIRE INTO THE TRENCH. FILTER FABRIC-.\�1���� NOTE: ALL SILT FENCES ARE TO USE 36 INCH FABRIC AND STAKED WITH 2"X2" HARDWOOD STAKES ON 6' CENTERS VESCH 3.05 SILT FENCE STANDARD FILTER FABRIC FENCE ES-3 NTS S F TYPICAL ORIENTATION OF TREA TMENT — I (FOIL STABILIZATION BLANKET) SHALL OW ON SHALL Q)Y SLOPES, STRIPS OF NETTING PROTECTIVE COVERINGS MAY BE APPLIED ACROSS THE SLOPE BERM WHERE THERE IS A BERM AT THE TOP OF THE SLOPE, - - BRING THE MATERIAL OVER THE BERM AND ANCHOR IT BEHIND THE BERM. ON = SLOPES, APPLY PROTECTIVE COVERING PARALLEL TO THE DIRECTION OF FLOW AND ANCHOR SECURELY. BRING MATERIAL DOWN TO A LEVEL AREA BEOREr ' TERMINATING THE INSTALLATION. THE END AT 12' TURN UNDER 4" AND STAPLE AT 1T INTERVALS. 12, IN DITCHES, APPLY PROTECTIVE COVERING PARALLEL TO THE DIRECTION OF FLOW. USE CHECK SLOTS AS REQUIRED. AVOID JOINING MATERIAL IN THE CENTER OF THE DITCH IF AT ALL POSSIBLE. STONE CONSTRUCTION ENTRANCE 70' MIN. I EXISTING GROUND FILTER CLOTH— 6" MIN.I Al SIDE ELEVATION 12, MIN.' 70' MIN. 6 WASH RAC K I <OPTIONAU L VmT k] POSITIVE DRAINAGE COURSE AGGREGATE B To TRAPDPINGING Di DEVICE . MUST EXTEND FULL WIDTH OF IINGRESS AND EGRESS PLAN VIEW 1T MIN. SECTION A —A REuut ux�tu u.w�xtit Lxw,ry arrwc i1 to Mal SECTION B—B BERN VESCH 3.02 TEMPORARY CONSTRUCTION ENTRANCE 2 ROCK CONSTRUCTION ENTRANCE ES-3 NTS C E TYPICAL TREATMENT- I (SOIL STABILIZATION BLANKET) INSTALLATION CRITERIA ANCHOR SLOT NOTES APPROXIMATELY 200 STAPLES REQUIRED PER 100 SQ. YDS. OF MATERIAL ROLL. ANCHOR SLOTS, JUNCTION SLOTS & CHECK SLOTS TO BE BURIED Sr TO It. 1r MAX. 4:1 OR FLATTER G MAX. STEEPER THAN 4:1 `1 IJ JUNCTION SLOT I-� EDGE AND END JOMS I I I I I I I I I I TO BE SNUGLY ABUTTED CHECK SLOT • (JUTE MESH WILL HAVE I I I TERMINAL FOLD STAPLED LAP JOINT IN LIEU OF EDGE JOINT) LAP JOINT 2- MIN. I I I I I I TAMP FIRMLY (JUTE MESH ONLY) I I I 1 ANCHOR SLOT 5' MAX. 4:1 OR FLATTER 3' MAX. STEEPER THAN 4:1 2 T T s To 12' jl I I I I I I I - I I I I 7 TAMP CHECK SLOT [FIRMLY"r 6" TO t 2- `CHECK SLOT ' I 1 I I I I I I I I VAR. VAR.� d' TO Ir MIN. PLAN VIEW STAPLING DIAGRAM STAPLE FORMED FROM NO.11 STEEL WIRE. 50, "CHECK SLATS R MIN. 8• STAPLE MIN, LENGTH FOR SANDY SOIL. Nor pFn. INTERVALS- 8* Al I JUNCTION SLOT TAMP 2' FIRMLY� G• TO 12" ,r VESCH 3.36-1 SOIL STABILITY & BLANKET MATTING 5 SOIL STABILITY & BLANKET MATTING ES-3 NTS TERMINAL FOLD r 4" I -TAMP FIRMLY YI 27 TABLE 3.32-C SITE SPECIFIC SEEDING MIXTURES FOR APPALACHIAN/MOUNTAIN AREA Total Lbs. Minimum Care lawn - Per Acre - Commercial or Residential 200-250 lbs. - Kentucky 31 or Turf -Type Tall Fescue 90-100% - Improved Perennial Ryegrass ' 0-10% - Kentucky Bluegrass 0-10% High -Maintenance Lawn Minimum of three (3) up to five (5) varieties of bluegrass from approved list for use in Virginia. 125 lbs. General Slope (3:1 or less) Kentucky 31 Fescue 128 lbs. Red Top Grass 2 lbs. Seasonal Nurse Crop** 20 lbs. 1501bs. Low -Maintenance Slane (SStu= than 3A) - Kentucky 31 Fescue 108 lbs. - Red Top Grass 2 lbs. Seasonal Nurse Crop "• 20 lbs. - Crowavetch •"• 20 lbs. 150 lbs. • Perennial Ryegrass will germinate faster and at lower soil temperatures than fescue, thereby providing cover and erosion resistance for seedbed. •• Use seasonal muse crop in accordance with seeding dates as stated below: March, April through Mayl5th .................... Annual Rye May 16th through August 15th .................... Foxtail Millet August 16th through September, October ............. Annual Rye November through February ...................... Winter Rye If Flatpea is used, increase to 30lbs./acre. All legume seed must be properly inoculated. Weeping Lovegrass may also be included in any slope or low - maintenance mixture during warmer seeding periods; add 10.20lbs/acre in mixes. VESCH 3.32 PERMANENT SEEDING 3 PERMANENT SEEDING ES-3 NTS P S TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" Planting Dates Sept. 1 - Feb. 15 Feb. 16 - Apr. 30 May 1 - Aug 31 Species 50/50 Mix of Annual Ryegrass (Lolium multi-florum & Cereal (Winter) Rye (Secale cereale) Annual Ryegrass �I.Olil1D1 multi-fl01T m) German Millet (Setaria italica) Rate lbs. acre 50 - 100 60 - 100 50 VESCH 3.31 TEMPORARY SEEDING s TEMPORARY SEEDING ES-3 NTS TS PLAN EXIST. GRADE 18" SILT FENCE OR 8" SILT SOXX (OR GREATER) O SEED W/ VDOT FORMULA "C" IF NOT USED WITHIN 20 DAYS. 18" SILT FENCE OR 8" SILT SOXX (OR GREATER) NOTES: ELEVATION 1. INSTALL SILT FENCE DOWNSLOPE OF AREA OF STOCKPILE. 2. PLACE STOCKPILE IN AREAS SHOWN ON EROSION CONTROL PLAN WITHOUT BLOCKING NATURAL DRAINAGE PATTERNS. 3. FOLLOW DIMENSIONS SHOWN ABOVE. HEIGHT SHOULD NOT EXCEED 35 FT. SIDE SLOPES SHOULD NOT BE STEEPER THAN 2(H):1(V). 4. SEED IMMEDIATELY IF MATERIAL IS NOT TO BE USED WITHIN 20 DAYS. FOLLOW "SEEDING, FERTILIZATION SCHEDULE & SPECIFICATIONS." 5. LOCATION(S) AND SIZE(S) OF SOIL STOCKPILES ARE APPROXIMATE AND SHALL BE ADJUSTED PER FIELD AND CONSTRUCTION SEQUENCE CONDITIONS. CONTRACTOR SHALL VERIFY REQUIRED SIZE(S). REQUIREMENTS FROM THE STANDARDS DETAIL MUST BE FOLLOWED FOR STOCKPILES. 4 TOPSOIL STOCKPILE AND MAINTENANCE ES-3 NTS TOPSOIL SPECIFICATIONS 1. TOPSOIL SPECIFICATIONS A. THE CONTRACTOR SHALL FURNISH ALL LABOR, SUPERVISION, MATERIAL (EXCEPT AS HEREIN PROVIDED), TOOLS EQUIPMENT, SUPPLIES, AND SERVICES; AND, SHALL PERFORM ALL WORK NECESSARY FOR PROVIDING (TYPE B AS NECESSARY) AND APPLYING TOPSOIL IN ACCORDANCE WITH THE REQUIREMENTS OF THESE SPECIFICATIONS AND IN CONFORMITY TO THE DEPTHS AND LIMITS SHOWN ON THE DRAWINGS OR AS ESTABLISHED BY THE OWNER. B. PRIOR TO USE OR PLACEMENT, THE CONTRACTOR SHALL SUBMIT CERTIFICATIONS OF SOIL TESTS FOR APPROVAL. SOIL TESTS SHALL BE PROVIDED AT THE RATE OF ONE TEST PER 10,000 SQUARE FEET OF DISTURBED AREA. C. UNLESS OTHERWISE DIRECTED BY THE OWNER, AREAS DESIGNATED TO RECEIVE TOPSOIL SHALL BE GRADED, SHAPED, AND THEN SCARIFIED OR TILLED BY DISKING, HARROWING, OR OTHER APPROVED METHODS TO A DEPTH OF APPROXIMATELY 2". TOPSOIL SHALL BE APPLIED ONLY WHEN THE SUBSOIL IS IN A LOOSE, FRIABLE CONDITION. D. THE CONTRACTOR SHALL PROTECT BENCHMARKS, UTILITIES, AND EXISTING TREES, SHRUBS, AND OTHER LANDSCAPE FEATURES DESIGNATED FOR PRESERVATION WITH TEMPORARY FENCING OR BARRICADES SATISFACTORY TO THE OWNER. E. SUBSOIL ON SLOPES THAT HAVE BEEN HORIZONTALLY GROOVED IN ACCORDANCE WITH THE DRAWINGS SHALL NOT BE LOOSENED. F. THE LOOSE DEPTH OF THE CLASS OF TOPSOIL SHALL BE NO LESS THAN 4" (NOT LESS THAN 6" IN MEDIANS: AND SHALL BE SUFFICIENT TO ALLOW THE AREA TO CONFORM TO THE ELEVATIONS SHOWN ON THE DRAWINGS AFTER TOPSOIL SETTLES. IN NO CASE SHALL THE CONSOLIDATED FINISH ELEVATION OF TOPSOIL EXCEED THE ELEVATION OF ADJACENT STRUCTURES. CONSOLIDATED ELEVATION SHALL BE FLUSH WITH THE ADJACENT STRUCTURES. G. AFTER TOPSOIL HAS BEEN APPLIED, LARGE CLODS, HARD LUMPS, AND STONES MORE THAN 1" IN THE GREATEST DIMENSION, BRUSH, ROOTS, STUMPS, LITTER, AND FOREIGN MATERIAL SHALL BE REMOVED FROM THE AREA. WHEN THE OPERATION IS COMPLETE, THE AREA SHALL BE IN A CONDITION TO RECEIVE SEED, SOD, OR PLANTS WITHOUT FURTHER SOIL PREPARATION. AREAS SHALL BE STABILIZED WITHIN 15 DAYS AFTER TOPSOIL IS APPLIED. H. THE CONTRACTOR SHALL BE REQUIRED TO BACKFILL ALONG EDGES OF CURBS, SIDEWALKS AND ENTRANCES WHERE SETTLEMENT HAS OCCURRED AND RESHAPE AND RESLOPE, WHERE DIRECTED, PRIOR TO PLACEMENT OF TOPSOIL AS WELL AS TO ADD ADDITIONAL TOPSOIL AS REQUIRED DUE TO SETTLEMENT OR EROSION AT NO ADDITIONAL COST TO THE OWNER. MAk CLEARIN NO STANDARD CONSTRUCTION NUMBER NOTES: 1. THE TREE PROTECTIVE BARRIER MUST CONSIST OF ORANGE SAFETY FENCING, NOT LESS THAN THREE FEET HIGH AND SUPPORTED BY WOOD/METAL POLES. 2. THE TREE PROTECTIVE BARRIER WILL NEED TO REMAIN IN PLACE THROUGHOUT CONSTRUCTION, 3. APPROVAL OF TREE PROTECTIVE BARRIER WOULD NEED TO OCCUR PRIOR TO THE ISSUANCE OF A BUILDING PERMIT AND FINAL SITE PLAN APPROVAL. VESCH 3.38 TREE PRESERVATION AND PROTECTION 7 TREE PROTECTION FENCE TP ES-3 NTS Ir a N01 w TM w TC7ALLY C OMAITTEro z w NB+C ENGINEERING SERVICES, LLC. 4435 WATERFRONT DRIVE, SUITE 100 GLEN ALLEN, VA23060 verizom/ Q 1831 RADY COURT RICHMOND, VA 23222 z SCRUBY PROPERTY Q VERIZON RAWLAND GREENWOOD STATION ROAD LL (JUST SOUTH OF 1-64) w GREENWOOD, VA 22943 ALBEMARLE COUNTY REVISIONS 8 11/02/20 REVISED PJP 6 10/08/20 REVISED PJP O 5 06/11/20 REVISED PJP U w Cr 4 06/09/20 FINAL CCC z 3 05/22/20 REVISED CCC W 2 04/24/20 REVISED CCC 0 1 04/14/20 REVISED CCC 0 04/08/20 PRELIMINARY ZDs CCC REV DATE DESCRIPTION BY H- J z O UD C0 Lu IL w LU z Z LLJ w —1 H- w w co If w fYl z w w (n �����tiTH Op F JOHN A. DAUGHTREY III Lic. No. 0402052122 pSSl/02/2022 �lAl. JOHN A. DAUGHTREY III, P.E. I VA PROFESSIONAL ENGINEER LIC. #052122 EROSION & SEDIMENT CONTROL DETAILS ES-3 GRASS LINED DITCH EXISTING 3' 11 3' WITH E&S BLANKET 3' 3' EXISTING GRADE MATTING (TREATMENT 2) GRADE _ 3% 3-y 21j 37 N 0 0 0 0 0 00 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �00000coo 000 00000� GEOTEXTILE 3' 6" 3' 6" (SEE NOTE) 3' 6" 3' 6" SURFACE COARSE: BASE COARSE: COMPACTED 6" DEPTH OF FULLY GRADED CRUSHED 1"STONE 4"DEPTH OF COARSE SUBGRADE AND SMALLER MIXED WITH DIRT AND FINES AGGREGATE 2"-3" STONE (CRUSHED AGGREGATE BASE COARSE OR CABC). (AASHTO #5 OR RAILROAD BALLAST) NOTES: 1. SUBGRADE AND FILL SHALL CONSIST OF CLEAN SOIL. NO DELETERIOUS MATERIALS OR ORGANICS TO BE USED. FREE OF FROZEN PARTICLES, ORGANIC MATTER, CLAYED MATERIAL AND ROCK PARTICLES GREATER THAN 12" IN ANY DIRECTION. 2. REMOVE ALL TOPSOIL AND ORGANICS BEFORE COMMENCING ACCESS ROAD FOR A MIN. DEPTH OF 12". 3. DITCH 3.1.DITCH SHALL BE CONSTRUCTED FREE OF SEDIMENT, TREE ROOTS, STUMPS OR OTHER PROJECTIONS THAT WILL IMPEDE NORMAL CHANNEL FLOW AND/OR PREVENT GOOD LINING TO SOIL CONTACT. 4. WOVEN GEOTEXTILE: APPROVED PRODUCTS ARE US FABRICS: US 200 AND TENCATE: 160N. CONTRACTOR MAY SUBMIT DESIGN ALTERNATIVE. PROPOSED GRAVEL DRIVE TYPICAL SECTION NTS FILL SLOPE SEEDED AND MULCHED RIP RAP OUTLET PROTECTION (SEE DETAIL) FINISHED GRADE EXISTING SUBGRADE -/ DOWNSTREAM BLOCK (ENSURE WATER FLOWS INTO CULVERT) ROADWAY — — — — — — — — — — — — — — — SECTION VIEW 1.5" MIN. \CULVERT HOPE OR RCP 1%-15% SLOPE / EARTH COVER (SIZED BY DESIGN) HDPE OR RCP 1%-15% SLOPE (SIZED BY DESIGN) BACKFILL AND HAND TAMP WITH CLEAN, GRANULAR MATERIAL 1/2 PIPE DIA 3 PIPE BEDDING DETAIL ES-4 NTS FLOW CULVERT Al - (6' MIN) 0% GRADE GEOTEX'TILE SECTION A -A NOTES: 1. REMOVE TOPSOIL AND PLACE GEOTEXTILE FABRIC PRIOR TO PLACING STONE. 1.1. WOVEN GEOTEXTILE: APPROVED PRODUCTS ARE US FABRICS: US 250 AND TENCATE: MIRAFI 550X. CONTRACTOR MAY SUBMIT DESIGN ALTERNATIVE AS OUTLINED IN THE AMERICAN TOWER MASTER SPECIFICATIONS. 2. ALL APRONS SHALL BE CONSTRUCTED TO THE DIMENSIONS SHOWN. TERMINAL WIDTHS SHALL BE ADJUSTED AS NECESSARY TO MATCH RECEIVING CHANNELS. 3. EXTEND RIPRAP ON BACK SIDE OF APRON TO AT LEAST 1/2 DEPTH OF PIPE ON BOTH SIDES TO PREVENT SCOUR AROUND THE PIPE. RIPRAP APRON OUTLET SIZE THICK. LENGTH WIDTH INITIAL END NO. (D50) Rt La 3 WIDTH (IN) (FT) � j (FT) OP-1 6" 12 10 5 15 VESCH 3.1 8- 1 OUTLET PROTECTION 2 OUTLET PROTECTION DETAIL 0 P ES-4 NTS 'TM Iruj Namv w z TGTALLY CO[M1MiTTIEDo z w NB+C ENGINEERING SERVICES, LLC. 4435 WATERFRONT DRIVE, SUITE 100 GLEN ALLEN, VA 23OW ■ verizonvl O Q 1831 RADY COURT RICHMOND, VA 23222 z SCRUBY PROPERTY Q VERIZON RAWLAND cc: GREENWOOD STATION ROAD (JUST SOUTH OF 1-64) w GREENWOOD, VA 22943 ALBEMARLE COUNTY REVISIONS 8 1 11/02/201 REVISED I Pip Q 6 10/08/20 REVISED Pip Ir U 5 06/11/20 REVISED Pip U w Ir 4 06/09/20 FINAL CCC z 3 05/22/20 REVISED CCC UD w 2 04/24/20 REVISED CCC Q D Q CO J z O cn w ILL CE D CE LLJ w z_ (7 z W w J w w cI) lr w m z w w 1 04/14/20 REVISED CCC 0 04/08/20 PRELIMINARYZDS CCC REV I DATE I DESCRIPTION I BY I �'w'vTH Op vr� c JOHN A. DAUGHTREY III Lic. No. 0402052122 11 /02/2020�� GNAI. JOHN A. DAUGHTREY III, P.E. VA PROFESSIONAL ENGINEER LIC. #052122 EROSION & SEDIMENT CONTROL DETAILS II 1 ES-4